DSR Code

18.53.1
18.53.1
DSR-
2023 Description of Item
Code

15mm nominal bore

18.53.1

DSR Item Code Description of Item

Sub-Head : Earth Work

2.1 Earth work in surface excavation not exceeding 30 cm in depth but exceeding
1.5 m in width as well as 10 sqm on plan including getting out and disposal of
excavated earth upto 50 m and lift up to 1.5 m, as directed by Engineer-in-
Charge:

2.1.1 All kinds of soil

2.2 Earth work by mechinical / manual means in rough excavation, banking

excavated earth in layers not exceeding 20cm in depth, breaking clods,
watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers,
and rolling every 3rd and top-most layer with power roller of minimum 8
tonnes and dressing up in embankments for roads, flood banks, marginal
banks and guide banks or filling up ground depressions, lead upto 50 m and
for all lift

2.2.1 All kinds of soil

2.3 Banking excavated earth by mechanical / manual means in layers not
exceeding 20 cm in depth, breaking clods, watering, rolling each layer with
1/2 tonne roller, or wooden or steel rammers, and roiling every 3rd and top-
most layer with power roller of minimum 8 tonnes and dressing up, in
embankments for roads, flood banks, marginal banks, and guide banks etc,
lead upto 50 m and for all lift:

2.3.1 All kinds of soil

2.4 Deduct for not rolling with power roller of minimum 8 tonnes for banking
excavated earth in layers not exceeding 20 cm in depth.
2.5 Deduct for not watering the excavated earth for banking

2.6 Earth work in excavation by mechanical means (Hydraulic excavator) / manual

means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm
on plan) including getting out and disposal of excavated earth, lead up to 50m
and lift up to 1.5m,as directed by Engineer-in-Charge.

2.6.1 All kinds of soil

2.7 Earth work in excavation by mechanical means (Hydraulic excavator) / manual

means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm
on plan) including getting out and disposal of excavated earth, lead up to 50
m and lift up to 1.5m, as directed by Engineer-in-Charge.

2.7.1 Ordinary rock

2.7.2 Hard rock (requiring blasting)
2.7.3 Hard rock (blasting prohibited)

2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual

means in foundation trenches or drains (not exceeding 1.5 m in width or 10
sqm on plan) including dressing of sides and ramming of bottoms, lift up to
1.5 m, including getting out the excavated soil and disposal of surplus
excavated soil as directed, within a lead of 50 m.

2.8.1 All kinds of soil.

2.9 Excavation work by mechanical means (Hydraulic excavator)/ manual means

in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on
plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m,
including getting out the excavated soil and disposal of surplus excavated soils
as directed, within a lead of 50m.

2.9.1 Ordinary rock

2.9.2 Hard rock (requiring blasting)
2.9.3 Hard rock (blasting prohibited)

2.10 Excavating trenches of required width for pipes, cables, etc including
excavation for sockets, and dressing of sides, ramming of bottoms, depth up
to 1.5 m, including getting out the excavated soil, and then returning the soil
as required, in layers not exceeding 20 cm in depth, including consolidating
each deposited layer by ramming, watering, etc. and disposing of surplus
excavated soil as directed, within a lead of 50 m :

2.10.1 All kinds of soil

2.10.1.1 Pipes, cables etc, not exceeding 80 mm dia.
2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
2.10.1.3 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm.

2.13 Excavating trenches of required width for pipes, cables, etc, including
excavation for sockets, depth up to 1.5 m, including getting out the excavated
materials, returning the soil as required in layers not exceeding 20 cm in
depth, including consolidating each deposited layers by ramming, watering
etc., stacking serviceable material for measurements and disposal of
unserviceable material as directed, within a lead of 50m :

2.13.1 Ordinary rock :

2.13.1.1 Pipes, cables etc. not exceeding 80 mm dia.

2.13.1.2 Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia.

2.13.1.3 Pipes, cables exceeding 300 mm dia but not exceeding 600mm dia
2.13.2 Hard rock (requiring blasting)

2.13.2.1 Pipes, cables etc. not exceeding 80 mm dia.

2.13.2.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia.

2.13.2.3 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600mm dia
2.13.3 Hard rock (blasting prohibited)

2.13.3.1 Pipes, cables etc. not exceeding 80 mm dia.

2.13.3.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia.
2.13.3.3 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600mm dia.

2.14 Extra for excavating trenches for pipes, cables etc. in ordinary / hard rock
exceeding 1.5m in depth but not exceeding 3m.(Rate is over corresponding
basic item for depth upto 1.5 metre).
2.14.1 Ordinary rock
2.14.1.1 Pipes, cables etc., exceeding 80 mm dia but not exceeding 300 mm dia.
2.14.1.2 Pipes, cables etc., exceeding 300 mm dia but not exceeding 600 mm dia.
2.14.2 Hard rock
2.14.2.1 Pipes, cables etc., exceeding 80 mm dia but not exceeding 300 mm dia.
2.14.2.2 Pipes, cables etc., exceeding 300 mm dia but not exceeding 600 mm dia.
2.14.3 Hard rock (blasting prohibited)
2.14.3.1 Pipes, cables etc., exceeding 80 mm dia but not exceeding 300 mm dia.
2.14.3.2 Pipes, cables etc., exceeding 300 mm dia but not exceeding 600 mm dia.

2.15 Extra for excavating trenches for pipes, cables etc. in ordinary / hard rock
exceeding 3m in depth, but not exceeding 4.5m.(Rate is over corresponding
basic item for depth upto 1.5 metre).
2.15.1 Ordinary rock
2.15.1.1 Pipes, cables etc., exceeding 300 mm dia but not exceeding 600 mm dia.

2.16 Close timbering in trenches including strutting, shoring and packing cavities
(wherever required) complete. (Measurements to be taken of the face area
timbered).
2.16.1 Depth not exceeding 1.5 m.
2.16.2 Depth exceeding 1.5 m but not exceeding 3 m.
2.16.3 Depth exceeding 3 m but not exceeding 4.5 m.

2.17 Close timbering in case of shafts, wells, cesspits, manholes and the like
including strutting, shoring and packing cavities (wherever required) etc.
complete.(Measurements to be taken of the face area timbered).
2.17.1 Depth not exceeding 1.5 m.
2.17.2 Depth exceeding 1.5 m but not exceeding 3 m.
2.17.3 Depth exceeding 3 m but not exceeding 4.5 m.

2.18 Close timbering over areas including strutting, shoring and packing cavities
(wherever required) etc. complete. (Measurements to be taken of the face
area timbered) :
2.18.1 Depth not exceeding 1.5 m.
2.18.2 Depth exceeding 1.5 m but not exceeding 3 m.
2.18.3 Depth exceeding 3 m but not exceeding 4.5 m.

2.19 Extra for planking, strutting and packing materials for cavities (in close
timbering) if required to be left permanently in position. (Face area of timber
permanently left to be measured).
2.20 Open timbering in trenches including strutting and shoring complete
(measurements to be taken of the face area timbered):
2.20.1 Depth not exceeding 1.5 m.
2.20.2 Depth exceeding 1.5 m but not exceeding 3 m.
2.20.3 Depth exceeding 3 m but not exceeding 4.5 m.

2.21 Open timbering in case of shafts, wells, cesspits, manholes and the like
including strutting and shoring complete (Measurements to be taken of the
face area timbered):
2.21.1 Depth not exceeding 1.5 m.
2.21.2 Depth exceeding 1.5 m but not exceeding 3 m.
2.21.3 Depth exceeding 3 m but not exceeding 4.5 m.

2.22 Open timbering over areas including strutting, shoring etc. complete.
(Measurements to be taken of the face area timbered):
2.22.1 Depth not exceeding 1.5 m.
2.22.2 Depth exceeding 1.5 m but not exceeding 3 m.
2.22.3 Depth exceeding 3 m but not exceeding 4.5 m.

2.23 Extra for planking and strutting in open timbering if required to be left
permanently in position. (Face area of the timber permanently left to be
measured).
2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of
foundations etc. in layers not exceeding 20cm in depth, consolidating each
deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5
m.

2.25A Excavating, supplying and filling of local earth (including royalty) by

mechanical transport up to a lead of 5 km, also including ramming and
watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides
of foundation etc., complete.

2.26 Extra for every additional lift of 1.5 m or part thereof in excavation /banking
excavated or stacked materials.
2.26.1 All kinds of soil.
2.26.2 Ordinary or hard rock.

2.27 Supplying and filling in plinth with sand under floors, including watering,
ramming, consolidating and dressing complete.
2.28 Surface dressing of the ground including removing vegetation and inequalities
not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift
upto1.5 m.
2.28.1 All kinds of soil.
2.29 Ploughing the existing ground to a depth of 15 cm to 25 cm and watering the
same.
2.29.1 All kinds of soil.
2.30 Excavating holes more than 0.10 cum & up to 0.5 cum including getting out
the excavated soil, then returning the soil as required in layers not exceeding
20 cm in depth, including consolidating each deposited layer by ramming,
watering etc, disposing of surplus excavated soil, as directed within a lead of
50 m and lift upto1.5 m.

2.30.1 All kinds of soil.

2.30.2 Ordinary rock
2.30.3 Hard rock (requiring blasting)
2.30.4 Hard rock (blasting prohibited)

2.31 Clearing jungle including uprooting of rank vegetation, grass, brush wood,
trees and saplings of girth up to 30 cm measured at a height of 1 m above
ground level and removal of rubbish up to a distance of 50m outside the
periphery of the area cleared.

2.32 Clearing grass and removal of the rubbish up to a distance of 50 m outside

the periphery of the area cleared.

2.33 Felling trees of the girth (measured at a height of 1 m above ground level)
including cutting of trunks and branches, removing the roots and stacking of
serviceable material and disposal of unserviceable material.
2.33.1 Beyond 30 cm girth up to and including 60 cm girth
2.33.2 Beyond 60 cm girth up to and including 120 cm girth
2.33.3 Beyond 120 cm girth up to and including 240 cm girth
2.33.4 Above 240 cm girth
2.34 Supplying chemical emulsion in sealed containers including delivery as
specified.
2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20%

2.35 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-

termite treatment (excluding the cost of chemical emulsion) :

2.35.1 Along external wall where the apron is not provided using chemical emulsion
@ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300
mm including excavation channel along the wall & rodding etc. complete:

2.35.1.1 With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration.

2.35.2 Along the external wall below concrete or masonry apron using chemical
emulsion @ 2.25 litres per linear metre including drilling and plugging holes
etc.
2.35.2.1 With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration.
2.35.3 Treatment of soil under existing floors using chemical emulsion @ one litre
per hole, 300 mm apart including drilling 12 mm diameter holes and plugging
with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing
floor :

2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.

2.35.4 Treatment of existing masonry using chemical emulsion @ one litre per hole
at 300 mm interval including drilling holes at 45 degree and plugging them
with cement mortar 1:2 (1 cement : 2 coarse sand) to the full depth of the
hole :

2.35.4.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.

2.35.5 Treatment at points of contact of wood work by chemical emulsion

Chlorpyriphos/ Lindane (in oil or kerosene based solution) @ 0.5 litres per
hole by drilling 6 mm dia holes at downward angle of 45 degree at 150 mm
centre to centre and sealing the same.

2.36 Extra for levelling & neatly dressing of disposed soil completely as directed by
Engineer-in-Charge.
2.37 Supply and stacking of Fly ash conforming to IRC- 58 at site, including
carriage, loading , unloading & stacking up to any lead (measured stacks will
be reduced by 20% for payment).

2.38 Filling with available fly ash and earth (excluding rock) in trenches or
embankment in layers (each layer should not exceed 15 cm), with
intermediate layer of compacted earth (Soil density of 98%) after every four
layers of compacted depth of fly ash, sides & top layer of filling shall be done
with earth having total minimum compacted thickness 30 cm or as decided by
Engineer -in- charge, including compacting each layer by rolling/ ramming and
watering , all complete as per drawing and direction of Engineer -in - charge.

Sub-Head : Concrete Work

4.1 Providing and laying in position cement concrete of specified grade excluding
the cost of centering and shuttering - All work up to plinth level :
4.1.2 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources).

4.1.2A 1:1.5:3 (1 Cement: 1.5 coarse sand(zone-III) including manufactured sand

derived from Recycled concrete aggregate (RCA) up to 25% : 3 graded stone
aggregate 20 mm nominal size incuding Recycled Concrete Aggregate (RCA)
up to 25%).

4.1.3 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4

graded stone aggregate 20 mm nominal size derived from natural sources)
4.1.3A 1:2:4 (1 cement : 2 coarse sand(zone-III) including manufactured sand derived
from Recycled concrete aggregate (RCA) up to 25% : 4 graded stone
aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA)
upto 25% )

4.1.4 1:2:4 (1 Cement : 2 coarse sand(zone-III) derived from natural sources : 4

graded stone aggregate 40 mm nominal size derived from natural sources).
4.1.5 1:3:6 (1 Cement : 3 coarse sand(zone-III) derived from natural sources : 6
graded stone aggregate 20 mm nominal size derived from natural sources).
4.1.5A 1:3:6 (1 Cement : 3 manufactured sand derived from Recycled Concrete
Aggregate (RCA) : 6 graded stone aggregate 20 mm nominal size Recycled
Concrete Aggregate (RCA)).
4.1.5B 1:3:6 (1 Cement : 3 manufactured sand derived from Recycled concrete
Aggregate (RCA) : 6 graded stone aggregate 20 mm nominal size Recycled
Aggregate (RA)).
4.1.6 1:3:6 (1 Cement : 3 coarse sand(zone-III) derived from natural sources : 6
graded stone aggregate 40 mm nominal size derived from natural sources).
4.1.6A 1:3:6 (1 Cement : 3 manufactured sand derived from Recycled Concrete
Aggregate (RCA) up to 25% : 6 graded stone aggregate 40 mm nominal size
Recycled Aggregate (RA)).
4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8
graded stone aggregate 40 mm nominal size derived from natural sources).
4.1.8A 1:4:8 (1 Cement : 4 manufactured sand derived from Recycled Concrete
Aggregate (RCA) : 8 graded stone aggregate 40 mm nominal size Recycled
Aggregate (RA)).
4.1.10 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10
graded stone aggregate 40 mm nominal size derived from natural sources)

4.1.10A 1:5:10 (1 cement : 5 manufactured sand derived from Recycled Concrete

Aggregate (RCA) : 10 graded stone aggregate 40 mm nominal size including
Recycled Aggregate (RA))
4.1.11 1:5:10 (1 cement : 5 fine sand derived from natural sources : 10 graded stone
aggregate 40 mm nominal size derived from natural sources)
4.1.12 1:2:3½:9 (1 ordinary portland cement : 2 Fly ash : 3½ coarse sand (zone-III)
derived from natural sources : 9 graded stone aggregate 40 mm nominal size
derived from natural sources).
4.1.12A 1:2:3½:9 (1 ordinary portland cement : 2 Fly ash : 3½ manufactured sand
derived from Recycled Concrete Aggregate (RCA) : 9 graded stone aggregate
40 mm nominal size Recycled Aggregate (RA)).
4.1.13 1:2½:4:11 (1 ordinary portland cement : 2½ fly ash : 4 coarse sand (zone-III)
derived from natural sources) : 11 graded stone aggregate 40 mm nominal
size derived from natural sources)
4.1.13A 1:2½:4:11 (1 ordinary portland cement : 2½ fly ash : 4 manufactured sand
derived from Recycled Concrete Aggregate (RCA) : 11 graded stone aggregate
40 mm nominal size Recycled Aggregate (RA))
4.2 Providing and laying cement concrete in retaining walls, return walls, walls
(any thickness) including attached pilasters, columns, piers, abutments,
pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed
blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor
five level, excluding the cost of centering, shuttering and finishing :

4.2.2 1:1½:3 (1 cement : 1½ coarse sand(zone-III) derived from natural sources : 3

graded stone aggregate 20 mm nominal size derived from natural sources).

4.2.2A 1:1½:3 (1 cement : 1½ coarse sand (zone-III) including manufactured sand

derived from Recycled Concrete Aggregate (RCA) up to 25% : 3 graded stone
aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA)
upto 25%).

4.2.3 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4
graded stone aggregate 20 mm nominal size derived from natural sources)
4.2.3A 1:2:4 (1 Cement : 2 coarse sand (zone-III) including manufactured sand
derived from Recycled Concrete Aggregate (RCA) up to 25% : 4 graded stone
aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA)
upto 25%).

4.2.5 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6
graded stone aggregate 20 mm nominal size derived from natural sources).
4.2.5A 1:3:6 (1 cement : 3 manufactured sand derived from Recycled Concrete
Aggregate (RCA) : 6 graded stone aggregate 20 mm nominal size Recycled
Concrete Aggregate (RCA))
4.2.5B 1:3:6 (1 cement : 3 manufactured sand derived from Recycled Concrete
Aggregate (RCA) : 6 graded stone aggregate 20 mm nominal size Recycled
Aggregate (RA)).
4.2.8 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10
graded stone aggregate 40 mm nominal size derived from natural sources).

4.2.8A 1:5:10 (1 cement : 5 manufactured sand derived from Recycled Concrete

Aggregate (RCA) : 10 graded stone aggregate 40 mm nominal size Recycled
Aggregate (RA)).
4.3 Centering and shuttering including strutting, propping etc. and removal of
form work for :
4.3.1 Foundations, footings, bases for columns.
4.3.2 Retaining walls, return walls, walls (any thickness) including attached
pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc..
4.3.3 Columns, piers, abutments, pillars, posts and struts.
4.4 Providing and laying cement concrete in kerbs, steps and the like at or near
ground level excluding the cost of centering, shuttering and finishing.
4.4.1 1:1½:3 (1 Cement : 1½ coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources).

4.4.1A 1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) including manufactured sand
derived from Recycled Concrete Aggregate (RCA) up to 25% : 3 graded stone
aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA)
upto 25%).
4.5 Providing and fixing up to floor five level precast cement concrete string or
lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves,
louvers, steps, stair cases, etc. including hoisting and setting in position with
cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required Centering
complete.

4.5.1 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20mm nominal size derived from natural sources).

4.5.1A 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) including manufactured sand
derived from Recycled Concrete Aggregate (RCA) up to 25% : 3 graded stone
aggregate 20mm nominal size Recycled Concrete Aggregate (RCA) up to 25%).

4.6 Providing and fixing at or near ground level precast cement concrete in kerbs,
edgings etc. as per approved pattern and setting in position with cement
mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required
centering, shuttering complete.

4.6.1 1:1½:3 (1 Cement : 1½ coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources).

4.6.1A 1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) including manufactured sand
derived from Recycled Concrete Aggregate (RCA) up to 25% : 3 graded stone
aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) up to
25%).

4.7 Providing and fixing up to floor five level precast cement concrete solid block
including hoisting and setting in position with cement mortar 1:3 (1 cement :
3 coarse sand), cost of required centering, shuttering complete :
4.7.1 1:1½:3 (1 Cement : 1½ coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources).

4.7.1A 1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) including manufactured sand
derived from Recycled Concrete Aggregate (RCA) up to 25% : 3 graded stone
aggregate 20 mm nominal size including (Recycled Concrete Aggregate (RCA)
up to 25%).

4.8 Providing and fixing up to floor five level precast cement concrete hollow
block including hoisting and setting in position with cement mortar 1:3 (1
cement : 3 coarse sand), cost of required centering, shuttering complete.
4.8.1 1:1½:3 (1 Cement : 1½ coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources).

4.8.1A 1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) including manufactured sand
derived from Recycled Concrete Aggregate (RCA) up to 25% : 3 graded stone
aggregate 20 mm nominal size including (Recycled Concrete Aggregate (RCA)
up to 25%).
4.9 Precasting and placing in position 125 mm dia Bollards 600 mm high of
required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long
in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm
M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6
(1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 20 mm nominal size derived from natural sources), including
necessary excavation of size 250x250x450mm deep for the same in bitumen/
concrete pavement at specified spacing.

4.9A Precasting and placing in position 125 mm dia Bollards 600 mm high of
required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long
in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm
M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6
(1 Cement : 3 manufactured sand derived from Recycled Concrete Aggregate
(RCA) : 6 graded stone aggregate 20 mm nominal size (Recycled Concrete
Aggregate (RCA)), including necessary excavation of size 250x250x450mm
deep for the same in bitumen/ concrete pavement at specified spacing.

4.9B Precasting and placing in position 125 mm dia Bollards 600 mm high of
required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long
in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm
M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6
(1 Cement : 3 manufactured sand derived from Recycled Concrete Aggregate
(RCA) : 6 graded stone aggregate 20 mm nominal size (Recycled Aggregate
(RA), including necessary excavation of size 250x250x450mm deep for the
same in bitumen/ concrete pavement at specified spacing.

4.10 Providing and laying damp-proof course 40mm thick with cement concrete
1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4
graded stone aggregate 12.5mm nominal size derived from natural sources).

4.10A Providing and laying damp-proof course 40mm thick with cement concrete
1:2:4 (1 cement : 2 coarse sand (zone-III) including manufactured sand
derived from Recycled Concrete Aggregate (RCA) up to 25% : 4 graded stone
aggregate 12.5mm nominal size including (Recycled Concrete Aggregate (RCA)
up to 25%)).

4.11 Providing and laying damp-proof course 50mm thick with cement concrete
1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4
graded stone aggregate 20mm nominal size derived from natural sources).
4.11A Providing and laying damp-proof course 50mm thick with cement concrete
1:2:4 (1 cement : 2 coarse sand (zone-III) including manufactured sand
derived from Recycled Concrete Aggregate (RCA) up to 25% : 4 graded stone
aggregate 20mm nominal size (Recycled concrete aggregate (RCA) up to
25%)).

4.12 Extra for providing and mixing water proofing material in cement concrete
work in doses by weight of cement as per manufacturer’s specification.
4.13 Providing and applying a coat of residual petroleum bitumen of grade of VG-
10 of approved quality using 1.7 kg per square metre on damp proof course
after cleaning the surface with brushes and finally with a piece of cloth lightly
soaked in kerosene oil.

4.14 Extra for concrete work in superstructure above floor V level for each four
floors or part thereof by mechanical means.
4.15 Extra for laying concrete in or under water and/or liquid mud including cost of
pumping or bailing out water and removing slush etc. complete. Note for item
No. 4.15 :- The quantity will be calculated by multiplying the depth measured
from the sub-soil water level up to centre of gravity of concrete under sub-
soil water level with quantity of concrete in cum executed under sub-soil
water. The depth of centre of gravity shall be reckoned correct to 0.1m.
(0.05m or more shall be taken as 0.1m and less than0.05m ignored).

4.16 Extra for laying concrete in or under foul positions.

4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3
coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate
20 mm nominal size derived from natural sources) over 75mm thick bed of
dry brick ballast 40 mm nominal size, well rammed and consolidated and
grouted with fine sand, including necessary excavation leveling & dressing &
finishing the top smooth.

4.17A Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3
manufactured sand derived from Recycled Concrete Aggregate (RCA) : 6
graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate
(RCA) over 75mm thick bed of dry brick ballast 40 mm nominal size, well
rammed and consolidated and grouted with fine sand, including necessary
excavation leveling & dressing & finishing the top smooth.

4.17B Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3
manufactured sand derived from Recycled Concrete Aggregate (RCA) : 6
graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate
(RCA) over 75mm thick bed of dry brick ballast 40 mm nominal size, well
rammed and consolidated and grouted with fine sand, including necessary
excavation leveling & dressing & finishing the top smooth.

4.18 Extra for addition of synthetic Polyester triangular fiber of length 12mm,
effective diameter 10-40 microns and specific gravity of 1.34 to 1.40 in
cement concrete/ RCC/ Flooring/ water retaining structures by using 125
gram of synthetic Polyester triangular fiber for 50 Kg cement used as per
direction of Engineer-in-Charge.
4.20 Providing and laying in position ready mixed or site batched design mix
cement concrete for plain cement concrete work; using coarse aggregate and
fine aggregate derived from natural sources, Portland Pozzolana/Ordinary
Portland/Portland Slag cement, admixtures in recommended proportions as
per IS : 9103 to accelerate/ retard setting of concrete, to improve durability
and workability without impairing strength; including pumping of concrete to
site of laying, curing, carriage for all leads; but excluding the cost of centering,
shuttering and finishing as per direction of the Engineer-in-charge; for the
following grades of concrete.

Note : Extra cement upto 10% of the minimum specified cement content in
design mix shall be payable separately. In case the cement content in design
mix is more than 110% of the minimum specified cement content, the
contractor shall have discretion to either re-design the mix or bear the cost of
extra cement.

4.20.1 All works up to plinth level:

4.20.1.1 Concrete of M-10 grade with minimum cement content of 220 kg/cum.
4.20.1.2 Concrete of M-15 grade with minimum cement content of 240 kg/cum.
4.20.1.3 Concrete of M20 grade with minimum cement content of 270 kg /cum
4.20.1.4 Concrete of M25 grade with minimum cement content of 300 kg /cum
4.20.2 All works above plinth and upto floor V level :

4.20.2.1 Concrete of M-10 grade with minimum cement content of 220 kg/cum.

4.20.2.2 Concrete of M-15 grade with minimum cement content of 240 kg/cum.

4.20.2.3 Concrete of M20 grade with minimum cement content of 270 kg /cum

4.20.2.4 Concrete of M25 grade with minimum cement content of 300 kg /cum

4.20A Providing and laying in position ready mixed or site batched design mix
cement concrete for plain cement concrete work; using coarse aggregate and
fine aggregate derived from natural sources and using recycled concrete
aggregate (RCA) as coarse aggregate and fine aggregate within the
permissible utilization, Portland Pozzolana / Ordinary Portland/Portland Slag
cement, admixtures in recommended proportions as per IS: 9103 to
accelerate / retard setting of concrete to improve durability and workability
without impairing strength; including pumping of concrete to site of laying,
curing, carriage for all leads; but excluding the cost of centering, shuttering
and finishing as per direction of the engineer-in-charge; for the following
grades of concrete.
 Note: Extra cement up to 10% of the minimum specified cement content in
design mix shall be payable separately. In case the cement content in design
mix is more than 110% of the minimum specified cement content, the
contractor shall have discretion to either re-design the mix or bear the cost of
extra cement.

4.20A.1 All works upto plinth level

4.20A.1.1 Concrete of M10 grade with minimum cement content of 220 kg /cum.

(Note: The permissible utilization of Recycled Concrete Aggregate (RCA) as

coarse aggregate and fine aggregate is 100% each).
4.20A.1.2 Concrete of M15 grade with minimum cementcontent of 240 kg /cum.

(Note: The permissible utilization of Recycled Concrete Aggregate (RCA) as

coarse aggregate and fine aggregate is 25% each).
4.20A.1.3 Concrete of M20 grade with minimum cement content of 270 kg /cum.

(Note:The permissible utilization of RecycledConcrete Aggregate (RCA) as

coarse aggregate and fine aggregate is 25% each).
4.20A.1.4 Concrete of M25 grade with minimum cement content of 300 kg /cum.

(Note: The permissible utilization of Recycled Concrete Aggregate (RCA) as

coarse aggregate and fine aggregate is 25% each).
4.20A.2 All works above plinth and upto floor V level
4.20A.2.1 Concrete of M10 grade with minimum cement content of 220 kg /cum.

(Note: The permissible utilization of Recycled Concrete Aggregate (RCA) as

coarse aggregate and fine aggregate is 100% each).
4.20A.2.2 Concrete of M15 grade with minimum cement content of 240 kg /cum.

(Note: The permissible utilization of Recycled Concrete Aggregate (RCA) as

coarse aggregate and fine aggregate is 25% each).
4.20A.2.3 Concrete of M20 grade with minimum cement content of 270 kg /cum.

(Note: The permissible utilization of Recycled Concrete Aggregate (RCA) as

coarse aggregate and fine aggregate is 25% each).
4.20A.2.4 Concrete of M25 grade with minimum cement content of 300 kg /cum.

(Note: The permissible utilization of Recycled Concrete Aggregate (RCA) as

coarse aggregateand fine aggregate is 25% each).
Sub-Head : Reinforced Cement Concrete
5.1 Providing and laying in position specified grade of reinforced cement
concrete, excluding the cost of centering, shuttering, finishing and
reinforcement - All work up to plinth level :
5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources)
5.1.2A 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) including manufactured sand
derived from Recycled Concrete Aggregate (RCA) up to 20% : 3 graded stone
aggregate 20 mm nominal size of Recycled Concrete Aggregate (RCA) up to
20%)

5.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4
graded stone aggregate 20 mm nominal size derived from natural sources)
5.1.3A 1:2:4 (1 cement : 2 coarse sand incuding manufactured sand derived from
Recycled Concrete Aggregate (RCA) upto 20% : 4graded stone aggregate 20
mm nominal size of Recycled Concrete Aggregate (RCA) upto 20%).
5.2 Reinforced cement concrete work in walls (any thickness), including attached
pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,
abutments, posts and struts etc. above plinth level up to floor five level,
excluding cost of centering, shuttering, finishing and reinforcement :

5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3

graded stone aggregate 20 mm nominal size derived from natural sources)

5.2.2A 1:1.5:3 (1 cement : 1.5 coarse sand incuding manufactured sand derived from
Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20
mm nominal size including Recycled Concrete Aggregate (RCA) upto 20% .

5.3 Reinforced cement concrete work in beams, suspended floors, roofs having
slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain
window sills, staircases and spiral stair cases above plinth level up to floor five
level, excluding the cost of centering, shuttering, finishing and reinforcement
with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources
: 3 graded stone aggregate 20 mm nominal sizederived from natural sources).

5.3A Reinforced cement concrete work in beams, suspended floors, roofs having
slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain
window sills, staircases and spiral stair cases above plinth level up to floor five
level excluding the cost of centering, shuttering, finishing and reinforcement
with 1:1.5:3 (1 cement : 1.5 coarse sand including manufactured sand derived
from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone
aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA)
upto 20%).

5.4 Providing and laying reinforced cement concrete in kerbs, steps and the like
at or near ground level excluding the cost of centering, shuttering, finishing
and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived
from natural sources : 3 graded stone aggregate 20 mm nominal size derived
from natural sources ).

5.4A Providing and laying reinforced cement concrete in kerbs, steps and the like
at or near ground level excluding the cost of centering, shuttering, finishing
and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand including
manufactured sand derived from Recycled Concrete Aggregate (RCA) upto
20% : 3 graded stone aggregate 20 mm nominal size including Recycled
Concrete Aggregate (RCA) upto 20%).
5.5 Reinforced cement concrete work in arches, archribs, domes, vaults, shells,
folded plate and roofs having slope more than 15° up to floor five level,
excluding the cost of centering, shuttering, finishing and reinforcement with
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III)derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources ).

5.5A Reinforced cement concrete work in arches, archribs, domes, vaults, shells,
folded plate and roofs having slope more than 15° up to floor five level,
excluding the cost of centering, shuttering, finishing and reinforcement with
1:1.5:3 (1 cement : 1.5 coarse sand including manufactured sand derived
from Recycled Concrete Aggregate (RCA)upto 20% : 3 graded stone aggregate
20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 20% ).

5.6 Reinforced cement concrete work in chimneys, shafts, up to floor five level,
excluding the cost of centering, shuttering, finishing and reinforcement with
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources: 3
graded stone aggregate 20 mm nominal size derived from natural sources).

5.6A Reinforced cement concrete work in chimneys, shafts, up to floor five level,
excluding the cost of centering, shuttering, finishing and reinforcement with
1:1.5:3 (1 cement : 1.5 coarse sand including manufactured sand derived
from Recycled Concrete Aggregate (RCA)upto 20% : 3 graded stone aggregate
20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 20%).

5.7 Reinforced cement concrete work in well-steining, excluding the cost of

centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5
coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate
20 mm nominal sizederived from natural sources).

5.7A Reinforced cement concrete work in well-steining, excluding the cost of

centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5
coarse sand including manufactured sand derived from Recycled Concrete
Aggregate (RCA) upto 20%: 3 graded stone aggregate 20 mm nominal size
including Recycled Concrete Aggregate (RCA) upto 20%).

5.8 Reinforced cement concrete work in vertical and horizontal fins individually or
forming box louvers, facias and eaves boards above plinth level up to floor
five level, excluding the cost of centering, shuttering, finishing and
reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from
natural sources : 3 graded stone aggregate 20mm nominal size derived from
natural sources).

5.8A Reinforced cement concrete work in vertical and horizontal fins individually or
forming box louvers, facias and eaves boards above plinth level up to floor
five level, excluding the cost of centering, shuttering, finishing and
reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand including
manufactured sand derived from Recycled Concrete Aggregate (RCA)upto
20% : 3 graded stone aggregate 20mm nominal sized including Recycled
Concrete Aggregate (RCA)upto 20%).
5.9 Centering and shuttering including strutting, propping etc. and removal of
form for :
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and
string courses etc.
5.9.3 Suspended floors, roofs, landings, balconies and access platform
5.9.4 Shelves (Cast in situ)
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.7 Stairs, (excluding landings) except spiral-staircases
5.9.8 Spiral staircases (including landing)
5.9.9 Arches, domes, vaults up to 6 m span
5.9.10 Extra for arches, domes, vaults exceeding 6 m span
5.9.11 Chimneys and shafts
5.9.12 Well steining
5.9.13 Vertical and horizontal fins individually or forming box louvers band, facias
and eaves boards
5.9.15 Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window
sills, string courses, bands, copings, bed plates, anchor blocks and the like

5.9.16 Edges of slabs and breaks in floors and walls

5.9.16.1 Under 20 cm wide
5.9.16.2 Above 20 cm wide
5.9.17 Cornices and mouldings
5.9.18 Small surfaces such as cantilever ends, brackets and ends of steps, caps and
bases to pilasters and columns and the like
5.9.19 Weather shade, Chajjas, corbels etc., including edges
5.9.20 Suspended floors, roofs, landings, balconies and access platform with water
proof ply 12 mm thick
5.9.21 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water
proof ply 12 mm thick
5.10 Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering
complete as per the direction of Engineer-in-charge.
5.10.1 12 mm dia. & 100 mm length

5.10.2 12 mm dia. & 150 mm length

5.10.3 20 mm dia. & 150 mm length
5.10.4 20 mm dia.& 225 mm length
5.11 Extra for additional height in centering, shuttering where ever required with
adequate bracing, propping etc., including cost of de-shuttering and
decentering at all levels, over a height of 3.5 m, for every additional height of
1 metre or part thereof (Plan area to be measured).

5.11.1 Suspended floors, roofs, landing, beams and balconies (Plan area to be
measured)
5.12 Providing, hoisting and fixing above plinth level up to floor five level precast
reinforced cement concrete work in string courses, bands, copings, bed
plates, anchor blocks, plain window sills and the like, including the cost of
required centering, shuttering but, excluding cost of reinforcement, with
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources).

5.12A Providing, hoisting and fixing above plinth level up to floor five level precast
reinforced cement concrete work in string courses, bands, copings, bed
plates, anchor blocks, plain window sills and the like, including the cost of
required centering, shuttering but, excluding cost of reinforcement, with
1:1.5:3 (1 cement : 1.5 coarse sand incuding manufactured sand derived from
Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20
mm nominal size Recycled Concrete Aggregate (RCA) upto 20%).

5.13 Providing, hoisting and fixing up to floor five level precast reinforced cement
concrete in small lintels not exceeding 1.5m clear span up to floor five level,
including the cost of required centering, shuttering but, excluding the cost of
reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone- III) derived
from natural sources : 3 graded stone aggregate 20 mm nominal size derived
from natural sources ).

5.13A Providing, hoisting and fixing up to floor five level precast reinforced cement
concrete in small lintels not exceeding 1.5m clear span up to floor five level,
including the cost of required centering, shuttering but, excluding the cost of
reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand incuding
manufactured sand derived from Recycled Concrete Aggregate (RCA) upto
20% : 3 graded stone aggregate 20 mm nominal size including Recycled
Concrete Aggregate (RCA) upto 20%).

5.14 Providing, hoisting and fixing above plinth level up to floor five level precast
reinforced cement concrete in mouldings as in cornices, windows sills etc,
including setting in cement mortar 1:3 (1 cement : 3 coarse sand) cost of
required centering, shuttering but, excluding the cost of reinforcement, with
1:1.5:3 (1 cement : 1.5 coarse sand(zone- III)derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources ).

5.14A Providing, hoisting and fixing above plinth level up to floor five level precast
reinforced cement concrete in mouldings as in cornices, windows sills etc,
including setting in cement mortar 1:3 (1 cement : 3 coarse sand) cost of
required centering, shuttering but, excluding the cost of reinforcement, with
1:1.5:3 (1 cement : 1.5 coarse sand incuding manufactured sand derived from
Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20
mm nominal size including Recycled Concrete Aggregate (RCA) upto 20%).
5.15 Providing, transporting, hoisting and fixing above plinth level up to floor five
level precast reinforced cement concrete in lintels, beams and bressumers,
including setting in cement mortar 1:3 (1 cement : 3 coarse sand), cost of
required centering and shuttering but, excluding the cost of reinforcement,
with 1:1.5:3 (1 cement : 1.5 coarse sand(zone- III)derived from natural
sources : 3 graded stone aggregate 20 mm nominal size derived from natural
sources ).

5.15A Providing, transporting, hoisting and fixing above plinth level up to floor five
level precast reinforced cement concrete in lintels, beams and bressumers,
including setting in cement mortar 1:3 (1 cement : 3 coarse sand), cost of
required centering and shuttering but, excluding the cost of reinforcement,
with 1:1.5:3(1 cement : 1.5 coarse sand incuding manufactured sand derived
from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone
aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA)
upto 20%).

5.16 Providing, transporting, hoisting and fixing above plinth level up to floor five
level precast reinforced cement concrete in shelves, including setting in
cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering,
shuttering and finishing with neat cement punning on exposed surfaces but,
excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand
(zone- III) derived from natural sources : 3 graded stone aggregate 20 mm
nominal size derived from natural sources ).

5.16A Providing, transporting, hoisting and fixing above plinth level up to floor five
level precast reinforced cement concrete in shelves, including setting in
cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering,
shuttering and finishing with neat cement punning on exposed surfaces but,
excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand
including manufactured sand derived from Recycled Concrete Aggregate
(RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size including
Recycled Concrete Aggregate (RCA) upto 20%).

5.17 Providing, transporting, hoisting and fixing above plinth level up to floor five
level precast reinforced cement concrete in vertical & horizontal fins,
individually or forming box louvers, setting in cement mortar 1:2 (1 cement : 2
coarse sand), including the cost of required centering, shuttering but,
excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse
sand(zone- III)derived from natural sources : 3 graded stone aggregate 20 mm
nominal size derived from natural sources ).

5.17A Providing, transporting, hoisting and fixing above plinth level up to floor five
level precast reinforced cement concrete in vertical & horizontal fins,
individually or forming box louvers, setting in cement mortar 1:2 (1 cement : 2
coarse sand), including the cost of required centering, shuttering but,
excluding the cost of reinforcement, with 1:1.5:3(1 cement : 1.5 coarse sand
incuding manufactured sand derived from Recycled Concrete Aggregate (RCA)
upto 20% : 3 graded stone aggregate 20 mm nominal size including Recycled
Concrete Aggregate (RCA) upto 20%).
5.18 Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-
III) : 4 graded stone aggregate 6mm nominal size ), reinforced with 1.6 mm
dia mild steel wire, including centering and shuttering, roughening cleaning,
fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc.
complete, excluding plastering of the jambs, sills and soffits.

5.18.1 50 mm thick

5.18.2 40 mm thick

5.18.3 25 mm thick

5.19 Encasing rolled steel sections, in beams and columns, with cement concrete
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural resources ),
including centering and shuttering complete but, excluding cost of
reinforcement.

5.19A Encasing rolled steel sections, in beams and columns, with cement concrete
1:1.5:3 (1 cement : 1.5 coarse sand incuding manufactured sand derived from
Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20
mm nominal size Recycled Concrete Aggregate (RCA) upto 20%), including
centering and shuttering complete but, excluding cost of reinforcement.

5.20 Encasing rolled steel section in grillages with cement concrete 1:1.5:3 (1
cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded
stone aggregate 20 mm nominal size derived from natural sources ) including
centering and shuttering but, excluding cost of expanded metal and hangers.

5.20A Encasing rolled steel section in grillages with cement concrete 1:1.5:3(1
cement : 1.5 coarse sand incuding manufactured sand derived from Recycled
Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm
nominal size Recycled Concrete Aggregate (RCA) upto 20%), including
centering and shuttering but, excluding cost of expanded metal and hangers.
5.21 Extra for providing and fixing expanded metal mesh of size 20x60 mm and
strands 3.25 mm wide 1.6 mm thick weighing 3.64 kg per sqm for encasing of
rolled steel sections in beams, columns and grillages, excluding cost of
hangers.

5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending,
placing in position and binding all complete upto plinth level.

5.22.1 Mild steel and Medium Tensile steel bars

5.22.2 Hard drawn steel wire

5.22.3 Cold twisted bars
5.22.4 Hot rolled deformed bars
5.22.5 Hard drawn steel wire fabric

5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.

5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending,
placing in position and binding all complete above plinth level.

5.22A.1 Mild steel and Medium Tensile steel bars

5.22A.2 Hard drawn steel wire

5.22A.3 Cold twisted bars

5.22A.4 Hot rolled deformed bars

5.22A.5 Hard drawn steel wire fabric
5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
5.22B Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of
approved make from factory/workshop to construction site including placing
in position and binding all complete upto plinth level.
5.22B.1 Thermo-Mechanically Treated bars of grade Fe-500D or more.
5.22C Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of
approved make from factory/workshop to construction site including placing
in position and binding all complete above plinth level.
5.22C.1 Thermo-Mechanically Treated bars of grade Fe-500D or more.

5.23 Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick
cement mortar 1:3 (1 Cement : 3 fine sand).
5.24 Extra for rendering smooth the top of suspended floors, landings and
staircases (treads and risers) with cement mortar 1:2 (1 cement : 2 coarse
sand), including a floating coat of neat cement and protecting the surface
with a layer of 7.5 cm of earth laid over 15 mm of fine sand in case of
suspended floor and bricks laid in mud mortar in case of landings and steps,
including subsequent removal and cleaning of the same.

5.25 Providing and fixing in position copper plate as per design for expansion
joints.
5.26 Providing and filling in position, blown bitumen in expansion joints.
5.27 Providing and filling in position bitumen mix filler of proportion 80 kg. of hot
bitumen, 1 kg. of cement and 0.25 cubic metre of coarse sand for expansion
joints.
5.28 Providing and fixing in position 12mm thick bitumen impregnated fiber board
conforming to IS: 1838, including cost of primer, sealing compound Grade-A
in expansion joints.
5.29 Providing and fixing sheet covering over expansion joints with iron screws as
per design.

5.29.1 Non-asbestos 6 mm thick fibre cement board, Type-A, Category-Ill as per IS:
14862:2000
5.29.1.1 150mm wide

5.29.1.2 200mm wide

5.29.2 Aluminium fluted strips 3.15 mm thick.

5.29.2.1 150 mm wide

5.29.2.2 200 mm wide

5.29.3 Cement bonded wood particle board 6mm thick as per IS : 14276
5.29.3.1 150 mm wide

5.29.3.2 200 mm wide

5.30 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C.
projections
5.31 Extra for laying reinforced cement concrete in or under water and/ or liquid
mud, including cost of pumping or bailing out water and removing slush etc.,
complete.
Note For above Item 5.31 :- The quantity will be calculated by multiplying the
depth measured from the subsoil water level up to the centre of gravity of
the R.C.C. under subsoil water with the quantity of R.C.C. in cubic metre
executed under subsoil water. The depth of centre of gravity shall be
reckoned correct to 0.1 m (0.05 m or more shall be taken as 0.1 m and less
than 0.05 m ignored). No extra payment shall be made for placing
reinforcement or centering & shuttering under sub - soil water conditions.

5.32 Extra for laying reinforced cement concrete in or under foul positions.

5.33 Providing and laying in position ready mixed or site batched design mix
cement concrete for reinforced cement concrete work; using coarse
aggregate and fine aggregate derived from natural sources, Portland
Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in
recommended proportions as per IS: 9103 to accelerate / retard setting of
concrete, to improve durability and workability without impairing strength;
including pumping of concrete to site of laying, curing, carriage for all leads;
but excluding the cost of centering, shuttering, finishing and reinforcement as
per direction of the engineer-in-charge; for the following grades of concrete.

Note: Extra cement up to 10% of the minimum specified cement content in

design mix shall be payable separately. In case the cement content in design
mix is more than 110% of the specified minimum cement content, the
contractor shall have discretion to either re-design the mix or bear the cost of
extra cement

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum
5.33.1.2 Concrete of M30 grade with minimum cement content of 350 kg /cum
5.33.1.3 Concrete of M35 grade with minimum cement content of 370 kg /cum
5.33.1.4 Concrete of M40 grade with minimum cement content of 390 kg /cum
5.33.1.5 Concrete of M50 grade with minimum cement content of 410 kg /cum

5.33.2 All works above plinth level upto floor V level

5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum
5.33.2.2 Concrete of M30 grade with minimum cement content of 350 kg /cum

5.33.2.3 Concrete of M35 grade with minimum cement content of 370 kg /cum

5.33.2.4 Concrete of M40 grade with minimum cement content of 390 kg /cum
5.33.2.5 Concrete of M50 grade with minimum cement content of 410 kg /cum
5.33A Providing and laying in position ready mixed or site batched design mix
cement concrete for reinforced cement concrete work; using coarse
aggregate and fine aggregate derived from natural sources and using recycled
concrete aggregate (RCA) as coarse aggregate and fine aggregate within
permissible utilization of 20% each, Portland Pozzolana /Ordinary
Portland/Portland Slag cement, admixtures in recommended proportions as
per IS: 9103 to accelerate / retard setting of concrete, to improve durability
and workability without impairing strength; including pumping of concrete to
site of laying, curing, carriage for all leads; but excluding the cost of centering,
shuttering, finishing and reinforcement as per direction of the engineer-in-
charge; for the following grades of concrete.

Note: Extra cement up to 10% of the minimum specified cement content in

design mix shall be payable separately. In case the cement content in design
mix is more than 110% of the specified minimum cement content, the
contractor shall have discretion to either re-design the mix or bear the cost of
extra cement

5.33A.1 All works upto plinth level

5.33A.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum
5.33A.2 All works above plinth level upto floor V level
5.33A.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum

5.35 Add for using extra cement in the items of design mix over and above the
specified cement content therein.
5.36 Providing and placing in position precast reinforced cement concrete waffle
units, square or rectangular, as per design and shape for floors and roofs in
1:1½:3 (1 Cement : 1½ coarse sand (zone-III)derived from natural sources : 3
graded stone aggregate 10 mm nominal size derived from natural sources),
including flush or deep ruled pointing at joints in Cement mortar 1:2 (1
Cement : 2 Fine sand), making necessary holes of required sizes for carrying
through service lines etc., providing steel hooks for lifting etc, form work in
precasting, handling, hoisting, centering and erection complete for all floor
levels but, excluding the cost of reinforcement.
5.36A Providing and placing in position precast reinforced cement concrete waffle
units, square or rectangular, as per design and shape for floors and roofs in
1:1½:3 (1 cement : 1.5 coarse sand incuding manufactured sand derived from
Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 10
mm nominal size including Recycled Concrete Aggregate (RCA) upto 20%),
including flush or deep ruled pointing at joints in Cement mortar 1:2 (1
Cement : 2 Fine sand), making necessary holes of required sizes for carrying
through service lines etc., providing steel hooks for lifting etc, form work in
precasting, handling, hoisting, centering and erection complete for all floor
levels but, excluding the cost of reinforcement.

5.38 Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each four floors or
part thereof.
5.41 Supplying and applying pre tested and approved water based concrete curing
compound to concrete/ masonry surface, all as per manufacturer’s
specification and direction of Engineer-in-charge.

5.41.1 Non pigmented wet curing compound

5.42 Providing and fixing parallel threaded couplers conforming to IS code on

“Reinforcement Couplers for Mechanical Splices of Bars for Concrete
Reinforcement - Specification”, to reinforcement bars including threading,
enlargement at connection by forging, protecting the prepared reinforcement
bars and related operations as required to complete the works per direction
of Engineer- in-Charge.

5.42.1 Coupler for 16 mm diameter reinforcement bar

5.42.2 Coupler for 20 mm diameter reinforcement bar
5.42.3 Coupler for 25 mm diameter reinforcement bar

5.42.4 Coupler for 28 mm diameter reinforcement bar

5.42.5 Coupler for 32 mm diameter reinforcement bar

5.43 Providing and fixing in position Stainless steel Grade 304 plate-1.0 mm thick
as per design for expansion joints.

5.43.1 200 mm wide.

5.43.2 300 mm wide.

5.44 Providing and fixing of expansion joint system related with floor location as
per drawings and direction of Engineer-In-Charge. The joints system will be of
extruded aluminum base members, self aligning / self centering arrangement
and support plates etc. as per ASTM B221-02. The system shall be such that it
provides floor to floor /floor to wall expansion control system for various
vertical location in load application areas that accommodates multi
directional seismic movement without stress to it's components. System shall
consist of metal profiles with a universal aluminum base member designed to
accommodate various project conditions and finish floor treatments.

The cover plate shall be designed of width and thickness required to satisfy
projects movement and loading requirements and secured to base members
by utilizing manufacturer’s pre-engineered self- centering arrangement that
freely rotates / moves in all directions. The Self - centering arrangement shall
exhibit circular sphere ends that lock and slide inside the corresponding
aluminum extrusion cavity to allow freedom of movement and flexure in all
directions including vertical displacement. Provision of Moisture Barrier
Membrane in the Joint System to have watertight joint is mandatory
requirement all as per the manufactures design and as approved by Engineer
-in- Charge. (Material shall confirm to ASTM 6063).

5.44.1 Floor Joint of 100 mm gap

5.44.2 Floor Joint of 150 mm gap
5.44.3 Floor Joint of 200 mm gap
5.45 Providing and fixing of expansion joint system related with wall joint
(internal/external) location as per drawings and direction of Engineer-In-
Charge.The joints shall be of extruded aluminum base members, self
aligning /centering arrangement and support plates as per ASTM B221- 02.
The material shall be such that it provides an Expansion Joints System suitable
for vertical wall to wall/ wall to corner application, both new and existing
construction in office Buildings & complexes with no slipping down tendency
amongst the components of the Joint System. The Joint System shall utilize
light weight aluminum profiles exhibiting minimal exposed aluminum surfaces
mechanically snap locking the multicellular to facilitate movement. (Material
shall confirm to ASTM 6063).
5.45.1 Wall Joint of 100 mm gap
5.45.2 Wall Joint of 150 mm gap

5.45.3 Wall Joint of 200 mm gap

5.46 Providing and fixing of expansion joint system of approved make and
manufactures for various roof locations as per approved drawings and
direction of Engineer-In-Charge. The joints shall be of extruded aluminum
base members with, self aligning and self centering arragement support
plates asper ASTM B221-02. The system shall be such that it provides
watertight roof to roof/roof to corner joint cover expansion control system
that is capable of accommodating multidirectional seismic movement without
stress to its components. System shall consist of metal profile that
incorporates an universal aluminum base member designed to accommodate
various project conditions and roof treatments. The cover plate shall be
designed of width and thickness required to satisfy movement and loading
requirements and secured to base members by utilizing manufacturer’s pre-
engineered self-centering arrangement that freely rotates / moves in all
directions.

The Self centering arrangement shall exhibit circular sphere ends that lock
and slide inside the corresponding aluminum extrusion cavity to allow
freedom of movement and flexure in all directions including vertical
displacement. The Joint System shall resists damage or deterioration from the
impact of falling ice, exposure to UV, airborne contaminants and occasional
foot traffic from maintenance personnel. Provision of Moisture Barrier
Membrane in the Joint System to have water tight joint is mandatory
requirement. (Material shall confirm to ASTM 6063.)

5.46.1 Roof Joint of 100 mm gap

5.46.2 Roof Joint of 150 mm gap

5.46.3 Roof Joint of 200 mm gap
5.47 Providing and fixing in position factory made precast RCC M-40 door and
window frame fixing with hold fast embedded in 1:3:6 concrete block having
excellent smooth finish as per IS: 6523 with reinforcement of 3 Nos, 6 mm dia
main bars tied with 3 mm M.S stirrups placed @ 200 mm C/C and 6 numbers
high strength polymer blocks of required size for fixing hinges including
providing 6 no specially designed M.S. galvanised sleeves for accomodating 6
mm dia fully threaded bolts for fixing hold fast on vertical members, providing
suitable arrangement for recieving sliding door bolts and tower bolt etc all
complete, as per the direction of Engineer in charge. The frame shall be
measured in running metre correct to two places of decimal.
5.47.1 Door frame 125 mmx 60 mm

5.47.2 Door frame 100 mmx 60 mm

5.47.3 Door frame 85 mmx60 mm
5.48 Providing and laying Reinforced cement concrete for construction of piers,
abutments, portal frames, pier caps and bearing pedestals and seismic
arresters over pier/ abutment caps at all locations with specified grade using
Ordinary Portland Cement (conforming to strength requirement of IS:8112)
including the cost of steel centering and shuttering etc. complete including
testing of materials etc. for casting pier & pier cap in one/two stage,
necessary tools, plants, machinery and all related operations as required to
complete the work as per drawings and Specifications with all leads, lifts and
depths true to level and position but excluding the cost of providing
reinforcement. Reinforcement shall be measured and paid separately.

Note:- Cement content considered in this item is 480 Kg/ Cum. Excess/ less
cement used as per design mix is payable/ recoverable separately.

5.48.1 Reinforced Cement Concrete -M-50

5.48.2 Reinforced Cement Concrete -M-60

5.48.3 Extra for using M -50/ M-60 Grade Self-compacting Cement Concrete
5.49 Constructing cast-in situ RCC diaphragm wall by providing and laying machine
batched, machine mixed, self compacting, ready mix reinforced cement
concrete, tramie controlled, of M 30 grade using minimum 400kg. cement per
cum of concrete including providing and mixing required admixtures in
recommended proportions as per IS : 9103, as approved by the Engineer-in-
charge, for achieving 150- 200mm slump, for diaphragm wall having thickness
as per approved structural design not exceeding 600 mm, in pannels of
required depth and lengths as per approved drawing, including constructing
necessary guide walls as required and as specified including boring in all kinds
of soils and rocks,including working in or under water and / or liquid mud

in foul conditions and pumping or bailing out of water and removing slush,
including disposal of earth/ rock / slush etc. for all leads and all lifts, including
preparing, providing and re-circulating bentonite slurry in the trench as and
when required for all depths, including agitating bentonite slurry during
trenching etc., providing and fixing stop ends or form tubes, upto the
required depth of diaphragm wall including extracting the same after casting
including chipping off the bentonite adulterated concrete or unsound
concrete up to the cut off level for obtaining the sound concrete, dressing
undulations on the exposed face of diaphragm wall after excavation by
chipping / chiseling etc. including filling the depression/ cavities with sound
concrete etc. complete and as directed by the Engineer-in-charge,

including providing recess for bearing plates and fixing insert boxes for
inclined rock anchors etc. complete as per the specifications and approved
design and as directed by the Engineer-in-charge, but excluding the cost of
reinforcement and inserts.

(rates include cost of all inputs of labour, material and T&P, cost of handling,
lifting & placing in position the reinforcement bars etc. involved in the work
and all other incidental expenditure for completing the work aas directed by
the Engineer-in-charge), However, the actual area of the diaphragm wall,
correct to two places of decimal, from design bottom level to the design cut
off level (including portion anchored in the rock upto the design bottom level)
only shall be measured for payment.

Excess/less cement used for design mix including the extra cement required
for under water concreting is payable / recoverable seperately.
Sub-Head : Masonry Work

6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class
designation 7.5 in foundation and plinth in:
6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand)
6.2 Brick work with common burnt clay modular bricks of class designation 7.5 in
foundation and plinth in:
6.2.1 Cement mortar 1:4 (1 cement : 4 coarse sand)

6.2.2 Cement Mortar 1:6 (1 cement : 6 coarse sand).

6.3 Brick work with common burnt clay machine moulded perforated bricks of
class designation 12.5 conforming to IS: 2222 in superstructure above plinth
level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) :

6.3.1 With F.P.S.(non modular) bricks.

6.3.2 With Modular bricks.
6.4 Brick work with common burnt clay F.P.S. (non modular) bricks of class
designation 7.5 in superstructure above plinth level up to floor V level in all
shapes and sizes in :
6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand)
6.5 Extra for brick work / AAC block masonry / Tile brick masonry in
superstructure above floor V level, for each four floors or part thereof by
mechanical means.
6.6 Extra for forming cavity 5 cm to 11.5 cm wide in cavity walls with necessary
weep and vent holes including use of cores and cost of providing and fixing
bitumastic coated M .S. ties 300 mm long of 25x 3 mm section at not less than
3 ties per sqm as per approved design.

6.7 Providing half brick masonry with common burnt clay F.P.S. (non modular)
bricks of class designation 7.5 in cement mortar 1:3 (1 Cement : 3 coarse
sand) in superstructure for closing cavity 5 to 7.5 cm wide in cavity wall
complete with 10cm / 11.4 cm wide bitumen felt type 3 grade 1.

6.8 Brick work 7 cm thick with common burnt clay F.P.S. (non modular) brick of
class designation 7.5 in cement mortar 1:3 (1 cement : 3 coarse sand) in
superstructure above plinth level and upto floor five level.
6.9 Brick work in plain arches in superstructure above plinth level and upto floor
five level including centering and shuttering complete for span up to 6 metres
with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in
cement mortar 1:3 (1 cement : 3 coarse sand).

6.10 Brick work in gauged arches in sperstructure above plinth level and upto floor
five level in cement mortar 1:3 (1 cement : 3 coarse sand) including centering
and shuttering complete, for span up to 6 meters with common burnt clay
F.P.S. (non modular) bricks of class designation 7.5.

6.11 Extra for additional cost of centering for arches exceeding 6m span including
all shuttering, bolting, wedging and removal (Area of the soffit to be
measured).
6.12 Half brick masonry with common burnt clay F.P.S. (non modular) bricksof
class designation 7.5 in foundations and plinth in :
6.12.1 Cement mortar 1:3 (1 cement : 3 coarse sand)
6.12.2 Cement mortar 1:4 (1 cement : 4 coarse sand)

6.13 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of
class designation 7.5 in superstructure above plinth level up to floor V level.

6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand)

6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand)

6.14 Extra for half brick masonry in superstructure, above floor V level for every
four floors or part thereof by mechanical means.

6.15 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every
third course of half brick masonry.ird course of half brick masonry.

6.16 Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of
class designation 10 in foundation and plinth in:
6.16.1 Cement mortar 1:4 (1 cement : 4 coarse sand)

6.16.2 Cement mortar 1:6 (1 cement : 6 coarse sand).

6.17 Tile brick masonry with common burnt clay machine moulded tile bricks of
class designation 12.5 conforming to IS : 2690 (Part I) in foundation and plinth
in cement mortar 1:6 (1 cement : 6 coarse sand).
6.18 Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of
class designation 10 in superstructure above plinth level up to floor V level in
cement mortar 1:6 (1 cement : 6 coarse sand).
6.20 Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of
class designation 10 in plain arch work in superstructure above plinth and
upto floor five level in cement mortar 1:4 (1 cement : 4 coarse sand) including
centering and shuttering complete.
6.21 Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of
class designation 10 in gauged arch work in superstructure above plinth and
upto floor five level in cement mortar 1:4 (1 cement : 4 coarse sand) including
centering and shuttering complete.

6.22 Tile brick masonry work 5 cm thick with common burnt clay F.P.S. (non
modular) tile bricks of class designation 10 in cement mortar 1:3 (1 cement : 3
coarse sand) in superstructure above plinth and upto floor five level.
6.23 Honey-comb brick work 10 / 11.4 cm thick with common burnt clay bricks of
class designation 7.5 in super structure above plinth level upto floor V level
with cement mortar 1:4 (1 cement : 4 coarse sand).
6.25 Extra for laying brick work in or under foul position.

6.26 Brick work with common burnt clay selected F.P.S. (non modular) bricks of
class designation 7.5 in exposed brick work including making horizontal and
vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1
cement : 6 coarse sand)

6.26.1 From ground level upto plinth level

6.26.2 Above plinth level upto floor V level.

6.27 Brick work with common burnt clay modular bricks of class designation 7.5 in
exposed brick work including making horizontal and vertical grooves 10mm
wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand).

6.27.1 From ground level upto plinth level.

6.27.2 Above plinth level upto floor V level.

6.28 Brick work with common burnt clay machine moulded modular bricks of class
designation 12.5 in exposed brick work including making horizontal and
vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1
cement : 6 coarse sand).

6.28.1 From ground level upto plinth level.

6.28.2 Above plinth level upto floor V level.

6.29 Brick work with common burnt clay machine moulded F.P.S. (non modular)
bricks of class designation 12.5 in exposed brick work including making
horizontal and vertical grooves 10 mm wide 12 mm deepcomplete in cement
mortar 1:6 (1 cement : 6 coarse sand).

6.29.1 From ground level upto plinth level.

6.29.2 Above plinth level upto floor V level.
6.30 Brick work with common burnt clay machine moulded perforated F.P.S. (non
modular) bricks of class designation 12.5 conforming IS : 2222 in exposed
brick work including making horizontal and vertical grooves 10mm wide 12
mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand).

6.30.1 From ground level upto plinth level.

6.30.2 Above plinth level upto floor V level.

6.31 Brick work with common burnt clay machine moulded perforated modular
bricks of class designation 12.5 conforming to IS : 2222 in exposed brick work
including making horizontal and vertical grooves 10 mm wide 12mm deep
complete in cement mortar 1:6 (1 cement : 6 coarse sand).

6.31.1 From ground level upto plinth level.

6.31.2 Above plinth level upto floor V level.

6.32 Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5
in superstructure above plinth level up to floor five level in :
6.32.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
6.32.2 Cement mortar 1:6 (1 cement : 6 coarse sand)

6.34 Brick work with non modular fly ash bricks conforming to IS:12894, class
designation 10 average compressive strength in super structure above plinth
level up to floor V level in :
6.34.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
6.34.2 Cement mortar 1:6 (1 cement : 6 Coarse sand)

6.35 Brick work with modular calcium silicate bricks machine moulded conforming
to IS:4139, class designation 10 average compressive strength in super
structure above plinth level up to floor V level in :
6.35.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
6.35.2 Cement mortar 1:6 (1 cement : 6 Coarse sand)

6.36 Brick work with modular extruded brunt fly ash clay sewer bricks (Conforming
to IS: 4885 ) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation
and plinth :
6.36.1 Cement Mortar 1:4 ( 1 cement : 4 coarse sand)
6.37 Brick work with modular extruded brunt fly ash clay sewer bricks (conforming
to IS : 4885) in arches in foundation and plinth in cement mortar 1:3 ( 1
cement : 3 fine sand).
6.38 Providing and laying autoclaved aerated Concrete (AAC) blocks masonry with
100mm / 125 mm thick with Grade 1 AAC blocks of density 551 to 650
kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up
to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand ). The rate
includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every
third course of masonry work.

6.40 Providing and laying Gypsum panel partitions 100 mm thick with water proof
Gypsum panels of size 666x500x100 mm, made of calcite phosphor Gypsum
fixed with tongue and groove, jointed with bonding plaster as per
manufacturer’s specifications in superstructure above plinth level up to floor
V level. Gypsum blocks will have a minimum compressive strength of 9.3
kg/cm2

6.41 Extra for Gypsum panel Partitions in superstructure above floor V level for
every four floors or part thereof.
6.44 Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt
clay F.P.S. (non modular) bricks of class designation 7.5 including grouting
with cement mortar 1:4 (1 cement : 4 fine sand).
6.45 Half brick masonry with non modular fly ash bricks of class designation 10,
conformingio IS :12894, in super structure above plinth and upto floor V level.

6.45.1 Cement mortar 1 : 3 (1 cement : 3 coarse sand)

6.45.2 Cement mortar 1 : 4 (1 cement : 4 coarse sand)

6.47 Providing and laying autoclaved aerated cement blocks masonry with
150mm/230mm/300 mm thick AAC blocks in super structure above plinth
level up to floor V level with RCC band at sill level and lintel level with
approved block laying polymer modified adhesive mortar all complete as per
direction of Engineer-in-Charge. (The payment of RCC band and
reinforcement shall be made for seperately).

Sub-Head : Stone Work

7.1 Random rubble masonry with hard stone in foundation and plinth including
levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12
graded stone aggregate 20mm nominal size) upto plinth level with :
7.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand).

7.2 Random rubble masonry with hard stone in superstructure above plinth level
and upto floor five level, including leveling up with cement concrete 1:6:12 (1
cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at
window sills, ceiling level and the like.

7.2.1 Cement mortar 1:6 (1 cement : 6 coarse sand).

7.4 Extra for random rubble masonry with hard stone in :

7.4.1 Square or rectangular pillars

7.4.2 Circular pillars.

7.5 Extra for random rubble masonry with hard stone curved on plan for a mean
radius not exceeding 6 m.
7.6 Coursed rubble masonry (first sort) with hard stone in foundation and plinth
with :
7.6.1 Cement mortar 1:6 (1 cement : 6 coarse sand)

7.7 Coursed rubble masonry (second sort) with hard stone in foundation & plinth
with :
7.7.1 Cement mortar 1:6 (1 cement : 6 coarse sand)
7.8 Coursed rubble masonry with hard stone (first or second sort) in
superstructure above plinth level and upto floor five level.

7.8.1 Masonry work (first sort) , in cement mortar 1:6 (1 cement : 6 coarse sand)
7.8.2 Masonry work (second sort) , in cement mortar 1:6 (1 cement : 6 coarse sand)

7.10 Extra for coursed rubble masonry with hard stone (first or second sort) in :
7.10.1 Square or rectangular pillars
7.10.2 Circular pillars.
7.11 Extra for coursed rubble masonry with hard stone (first or second sort) curved
on plan for a mean radius not exceeding 6 m.
7.12 Stone work in plain ashlar in super structure upto floor five level in cement
mortar 1:6 (1 cement : 6 coarse sand) including pointing with cement mortar
1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching
the stone shade :

7.12.1 One face dressed.

7.12.1.1 Red sand stone
7.12.1.2 White sand stone
7.12.2 Both face dressed.
7.12.2.1 Red sand stone.

7.12.2.2 White sand stone

7.13 Stone work plain ashlar in arches in super structure upto floor V level in
cement mortar 1:3 (1 cement : 3 coarse sand) including centring, shuttering
and pointing with white cement mortar 1:2 (1 white cement : 2 stone dust)
with an admixture of pigment matching the stone shade.

7.13.1 One face dressed

7.13.1.1 Red sand stone
7.13.1.2 White sand stone
7.13.2 Both face dressed

7.13.2.1 Red sand stone

7.13.2.2 White sand stone

7.14 Stone work plain ashlar in domes, in super structure upto floor V level in
cement mortar 1:3 (1 cement : 3 coarse sand) including centring, shuttering
and pointing with white cement mortar 1:2 (1 white cement : 2 stone dust)
with an admixture of pigment matching the stone shade.

7.14.1 One face dressed

7.14.1.1 Red sand stone

7.14.1.2 White sand stone

7.14.2 Both face dressed

7.14.2.1 Red sand stone

7.14.2.2 White sand stone

7.15 Stone work ashlar punched (ordinary) in superstructure upto floor five level in
cement mortar 1:6 (1 white cement : 6 coarse sand) including pointing with
cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of
pigment matching the stone shade.

7.15.1 One face Punched

7.15.1.1 Red sand stone.

7.15.1.2 White sand stone.

7.15.2 Both faced punched

7.15.2.1 Red sand stone.

7.15.2.2 White sand stone.

7.16 for Extra stone work, random rubble / coursed rubble masonry / ashlar
masonry above floor V level for every four floors or part thereof by mechnical
means.
7.17 Extra for plain ashlar or ashlar punched in :

7.17.1 Square or rectangular pillars

7.18 Extra for stone work; plain ashlar or ashlar punched curved on plan with a
mean radius not exceeding 6 m.
7.19 Extra for additional cost of centering for arches exceeding 6m span including
all strutting, bolting, wedging etc. and removal (area of soffit to be measured).

7.20 Stone work ashlar sunk or moulded or sunk and moulded upto floor five level
in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with white
cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of
pigment matching the stone shade :

7.20.1 Red sand stone

7.20.2 White sand stone

7.21 Extra for stone work ashlar sunk or moulded or sunk and moulded or carved
in :
7.21.1 Triangular or Square or rectangular pillars
7.21.2 Circular or polygonal pillars

7.22 Extra for stone work ashlar sunk or moulded in cornices.

7.24 Extra for stone work (veneer work) curved on plan with a mean radius not
exceeding 6 m.
7.26 Providing and fixing stone dowels 10x5x2.50 cm cut to double wedge shape
as per design in cement mortar 1:2 (1 cement : 2 coarse sand) including
making the necessary chases.
7.28 Providing and fixing sloping chajja of stone 40 mm thick and upto 80 cm wide
beyond the wall as measured along the slope in cement mortar 1:4 (1 cement
: 4 coarse sand) with 12mm diameter anchoring steel bar 45 cm long fixed in
each stone and supported on and including with bricks cove in cement mortar
1:4 (1 cement : 4 coarse sand) including pointing in cement mortar 1:2 (1
white cement : 2 stone dust) with an admixture of pigment matching the
stone shade:

7.28.1 Red sand stone:

7.28.1.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

7.28.2 White sand stone:

7.28.2.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
7.29 Providing and fixing horizontal chajja of stone 40 mm thick and upto 80 cm
projection in cement mortar 1:4 (1 cement : 4 coarse sand) including pointing
in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture
of pigment matching the stone shade: :

7.29.1 Red sand stone

7.29.2 White sand stone
7.30 30mm red sand stone sun-shade (chisel-dressed) supported on red sand
stone brackets, fixed in walls with cement mortar 1:4 (1 cement : 4 coarse
sand) including finishing complete.
7.31 Providing and fixing red sand stone brackets 55x22.5x45cm sunk and
moulded including providing and fixing with 4 Nos. gun metal cramp 25x6mm
30 cm long and dowel bars 7.5 cm long 6 mm dia as per design.
7.32 Stone work, plain in copings, cornices, string courses and plinth courses, upto
75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand) including
pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with
an admixture of pigment matching the stone shade.

7.32.1 Red sand stone

7.32.2 White sand stone

7.33 Providing and fixing stone jali 40mm thick throughout in cement mortar 1:3 (1
cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1
white cement : 2 stone dust) with an admixture of pigment, matching the
stone shade, jali slab without any chamfers etc.

7.33.1 Red sand stone

7.33.2 White sand stone
7.34 Extra for laying stone work in or under water and/or liquid mud including cost
of pumping or bailing out water and removing slush etc., complete. (NOTE:-
The quantity will be calculated by multiplying the depth measured from sub-
soil water level upto the centre of gravity of stone work under sub-water with
the quantity of stone work in cum executed under the sub-soil water. The
depth of centre of gravity shall be reckoned correct to 0.1m 0.05m or more
shall be taken as 0.1m and less than 0.05m ignored).

7.35 Extra for laying stone work in or under foul position.

7.38 Stone tile work for wall lining upto 10 m height with special adhesive over
12mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) including
pointing in white cement with an admixture of pigment to match the stone
shade.

7.38.1 8mm thick (mirror polished and machine cut edge)

7.38.1.1 Granite stone of any colour and shade.

7.38.1.2 Raj Nagar plain white marble/ Udaipur green marble/ Zebra black marble.

Sub-Head : Cladding Work

8.1 Marble work gang saw cut (polished and machine cut) of thickness 18 mm for
wall lining (veneer work), backing filled with a grout of average 12 mm thick in
cement mortar 1:3 (1 cement : 3 coarse sand), including pointing with white
cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of
pigment to match the marble shade (To be secured to the backing by means
of cramps, which shall be paid for separately)

8.1.1 Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble.
8.1.1.1 Area of slab upto 0.50 sqm

8.1.1.2 Area of slab over 0.50 sqm

8.2 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded
and prepolished, machine cut for kitchen platforms, vanity counters, window
sills, facias and similar locations of required size,approved shade, colour and
texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse
sand), joints treated with white cement, mixed with matching pigment, epoxy
touch ups, including rubbing, curing, moulding and polishing to edges to give
high gloss finish etc. complete at all levels.

8.2.1 Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble

8.2.1.1 Area of slab upto 0.50 sqm

8.2.1.2 Area of slab over 0.50 sqm

8.2.2 Granite stone slab colour black, Cherry/Ruby red

8.2.2.1 Area of slab upto 0.50 sqm
8.2.2.2 Area of slab over 0.50 sqm
8.2.3 Granite stone slab all colour and texture except black, Cherry/ Ruby red
8.2.3.1 Area of slab upto 0.50 sqm
8.2.3.2 Area of slab over 0.50 sqm

8.3 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc.,
including machine polishing to edge to give high gloss finish etc. complete as
per design approved by Engineer-in-Charge.
8.3.1 Marble work
8.3.2 Granite work
8.4 Extra for fixing marble /granite stone, over and above corresponding basic
item, in facia and drops of width upto 150 mm with epoxy resin based
adhesive, including cleaning etc. complete.

8.5 Extra for providing opening of required size & shape for wash basin/kitchen
sink in kitchen platform, vanity counter and similar location in marble/
Granite/ stone work, including necessary holes for pillar taps etc. including
moulding, rubbing and polishing of cut edges etc. complete

8.6 Mirror polishing on marble work/Granite work/stone work where ever

required to give high gloss finish complete.
8.7 Providing and fixing cramps of required size & shape in RCC/ CC / Brick
masonry backing with cement mortar 1:2 ( 1 cement :2 coarse sand),including
drilling necessary hole in stones and embedding the cramp in the hole
(fastener to be paid separately).

8.7.1 Gunmetal cramps

8.7.2 Stainless steel cramps
8.8 Providing and fixing expansion hold fasteners on C.C. /R.C.C. /Brick masonry
surface backing including drilling necessary holes and the cost of bolt etc
complete.
8.8.1 Wedge expansion type
8.8.1.1 Fastener with threaded dia 6 mm
8.8.1.2 Fastener with threaded dia 10 mm
8.8.1.3 Fastener with threaded dia 12 mm

8.9 Stone tile (polished) work for wall lining over 12 mm thick bed of cement
mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm
including pointing in white cement complete.
8.9.1 8mm thick
8.9.1.1 Raj nagar plain white marble/ Udaipur green marble/ Zebra black marble

8.9.1.2 Granite of any colour and shade

8.10 Providing and fixing stone slab with table rubbed, edges rounded and
polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinalpartitions by
cutting a chase of appropriate width with chase cutter and embedding the
stone in the chase with epoxy grout or with cement concrete 1:2:4 (1
cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per
direction of Engineer-in-charge and finishedsmooth.

8.10.1 White Agaria Marble Stone

8.10.2 Granite Stone of approved shade

8.11 Providing and fixing machine cut, mirror/ eggshell polished , Marble stone
work for wall lining (veneer work) including dado, skirting, risers of steps etc.,
in required design and pattern wherever required, stones of different finished
surface texture, on 12 mm (average) thick cement mortar 1:3 (1 cement : 3
coarse sand) laid and jointed with white cement slurry @ 3.3 kg/sqm
including pointing with white cement slurry admixed with pigment of
matching shade, including rubbing, curing, polishing etc. all complete as per
Architectural drawings, and as directed by the Engineer-in-Charge.

8.11.1 18 mm thick Italian Marble stone slab,Perlato, Rosso verona, Fire Red or Dark
Emperadore etc.
8.14 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10
metre height, backing filled with a grout of average 12 mm thick cement
mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement
mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment
matching the stone shade : (To be secured to the backing and the sides by
means of cramps and pins which shall be paid for separately) :

8.14.1 Red sand stone - exposed face fine dressed with rough backing.
8.14.1.1 70 mm thick
8.14.1.2 60 mm thick
8.14.1.3 50 mm thick

8.14.1.4 40 mm thick
8.14.1.5 30 mm thick
8.14.2 Red sand stone - Exposed face machine cut and table rubbed with rough
backing.
8.14.2.1 70 mm thick

8.14.2.2 60 mm thick
8.14.2.3 50 mm thick
8.14.2.4 40 mm thick

8.14.2.5 30 mm thick
8.14.3 Red sand stone - Exposed face machine cut and table rubbed with rough
backing.

8.14.3.1 70 mm thick
8.14.3.2 60 mm thick
8.14.3.3 50 mm thick

8.14.3.4 40 mm thick

8.14.3.5 30 mm thick
8.14.4 White sand stone - Exposed face machine cut and table rubbed with rough
backing.
8.14.4.1 70 mm thick
8.14.4.2 60 mm thick
8.14.4.3 50 mm thick
8.14.4.4 40 mm thick
8.14.4.5 30 mm thick
8.14.5 Gang saw cut stone
8.14.5.1 30mm thick White sand stone
8.14.5.2 30mm thick Red sand stone
8.15 Providing and fixing stainless steel cramps of required size and shape for
anchoring stone wall lining to the backing or securing adjacent stones in stone
wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making
the necessary chases in stone and holes in wallswherever required.

8.16 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing
adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse
sand), including making the necessary chases.
8.17 Wall lining butch work upto 10m height with Dholpur stone 40 mm thick
rough facing on the exposed surface with stone strips of minimum length 300
mm and required width, including embedding every tenth layer and bottom
most layer in masonry or concrete after making necessary chases of size
75x75 mm and by providing layer of 75 mm thick strips i/c 12 mm thick bed of
cement mortar 1:3 (1 Cement : 3 coarse sand) i/c ruled pointing in cement
mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment to
match the shade of stone complete as per direction of Engineer-in-charge.

8.18 Stone work (machine cut edges Veneer work) for wall lining upto 10 m height,
backing filled with a grout of 12 mm thick cement mortar 1:3 (1 Cement : 3
coarse sand) and jointed with Cement mortar 1:2 (1 cement : 2 stone dust),
including rubbing and polishing complete. (To be secured to the backing and
the sides by means of cramps and pins which shallbe paid for separately).

8.18.1 Kota stone slabs exposed face dressed and rubbed.

8.18.1.1 25 mm thick
8.19 Extra for stone work for wall lining on exterior walls of height more than 10 m
from ground level for every additional height of 3 m or part there of.
8.20 Providing and fixing dry cladding upto 10 metre heights with 30mm thick gang
saw cut stone with (machine cut edges) of uniform colour andsize upto
1mx1m, fixed to structural steel frame work and/ or with the help of cramps,
pins etc. and sealing the joints with approved weather sealant as per
Architectural drawing and direction of Engineer-in-charge. (The steel frame
work, stainless steel cramps and pins etc. shall be paid for separately).

8.20.1 Red sand stone - 30mm thick gang saw cut stone

8.20.2 White sand stone - 30mm thick gang saw cut stone
8.22 Providing and fixing adjustable stainless steel cramps of approved quality,
required shape and size, adjustable with stainless steel nuts, bolts and washer
(total weight not less than 260 gms), for dry stone cladding fixed on frame
work at suitable location, including making necessary recesses in stone slab,
drilling required holes etc complete as per direction of the Engineer-in-
charge.

8.23 Providing 50x50x50 mm 2nd class teak wood plugs including cutting brick
work and fixing in cement mortar 1:3 (1 cement : 3 fine sand) and making
good the walls etc.
8.24 Providing and fixing expandable fasteners of specified size with necessary
plastic sleeves and galvanised M.S. screws including drilling holes in masonry
work /CC/ R.C.C. and making good etc. complete.
8.24.1 25 mm long

8.24.2 32 mm long

8.24.3 40 mm long

8.24.4 50 mm long

8.25 Providing and fixing 2nd class teak wood plain lining tongued and grooved,
including wooden plugs complete with necessary screws and priming coat on
unexposed surface.
8.25.1 40 mm thick
8.25.2 25 mm thick
8.25.3 20 mm thick

8.25.4 12 mm thick
8.26 Providing and fixing in wall lining flat pressed three layer (medium density)
particle board or graded wood Pre-laminated one side decorative lamination
and other side balancing lamination Grade I, Type II, IS : 12823 marked,
including priming coat on unexposed arrangement andscrews etc. complete :

8.26.1 12 mm thick

8.26.2 18 mm thick

8.26.3 25 mm thick

8.27 Providing and fixing specified wood frame work consisting of battens
50x25mm fixed with rawl plug and drilling necessary holes for rawl plug etc.
including priming coat complete.
8.27.1 Kiln seasoned and chemically treated hollock wood

8.28 Providing and fixing plywood 4 mm thick, one side decorative veneer
conforming to IS: 1328 (type-1), for plain lining / cladding with necessary
screws, including priming coat on unexposed surface with :
8.28.1 Decorative veneer facings of approved manufacture
8.29 Providing and fixing 4mm thick coir veneer board, ISI marked IS : 14842, plain
lining with necessary screws, priming coat on unexposed surface etc.,
complete.
8.30 Providing and fixing skirting with Pre-laminated (one side decorative and
other side balancing lamination) flat pressed 3 layer or graded particle board
(medium density) Grade I, Type II, IS :12823 marked, with necessary fixing
arrangements and screws, including drilling necessary holes for rawl plugs etc.
and priming coat on unexposed surface complete :

8.30.1 18 mm thick

8.30.2 25 mm thick
8.31 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS:
15622 (thickness to be specified by the manufacturer), of approvedmake, in
all colours, shades except burgundy, bottle green, black of any size as
approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12
mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing
with grey cement slurry @ 3.3kg per sqm, including pointing in white cement
mixed with pigment of matching shade complete.

8.32 Designing, fabricating, testing, installing and fixing in position Curtain Wall
with Aluminium Composite Panel Cladding, with open grooves for linear as
well as curvilinear portions of the building , for all heights and all levels etc.
including:

(a) Structural analysis & design and preparation of shop drawings for pressure
equalisation or rain screen principle as required, proper drainage of water to
make it watertight including checking of all the structural and functional
design.

(b) Providing, fabricating and supplying and fixing panels of aluminium

composite panel cladding in pan shape in metalic colour of approved shades
made out of 4mm thick aluminium composite panel material consisting of
3mm thick FR grade mineral core sandwiched between two Aluminium sheets
(each 0.5mm thick). The aluminium composite panel cladding sheet shall be
coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin
coating of approved colour and shade on face # 1 and polymer (Service)
coating on face # 2 as specified using stainless steel screws, nuts, bolts,
washers, cleats, weather silicone sealant, backer rods etc.

(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip
Galvanised with serrations and serrated washers to arrest the wind load
movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS
316, Nylon separators to prevent bi-metallic contacts all complete required to
perform as per specification and drawing. The item includes cost of all
material & labour component, the cost of all mock ups at site, cost of all
samples of the individual components for testing in an approved laboratory,
field tests on the assembled working curtain wall with aluminium composite
panel cladding, cleaning and protection of the curtain wall with aluminium
composite panel cladding till the handing over of the building for occupation.
Base frame work for ACP cladding is payable under the relevant aluminium
items.
 The Contractor shall provide curtain wall with aluminium composite panel
cladding, having all the performance characteristics all complete , as per the
Architectural drawings, as per item description, as specified, as per the
approvedshop drawings and as directed by the Engineer-in-Charge. However,
for the purpose of payment, only the actual area on the external face of the
curtain wall with Aluminum Composite Panel Cladding (including width of
groove) shall be measured in sqm. up to two decimal places.

Sub-Head : Wood and P.V.C. Work

9.1 Providing wood work in frames of doors, windows, clerestory windows and
other frames, wrought framed and fixed in position with hold fast lugs or with
dash fasteners of required dia & length (hold fast lugs or dash fastener shall
be paid for separately).

9.1.1 Second class teak wood

9.1.2 Sal wood

9.1.3 Kiln seasoned and chemically treated hollock wood.

9.2 Providing laminated veneer lumber conforming to IS:14616 and TAD -15:
2001 (Part B) in factory made frames of doors, windows, clerestory windows
and other frames, wrought framed and fixing in position with hold fast lugs or
with dash fasteners of required dia & length (hold fast lugs or dash fastener
shall be paid for separately).

9.3 Providing wood work in frames of false ceiling, partitions etc. sawn and fixed
in position with necessary stainless steel screws etc.

9.3.1 Sal wood

9.3.2 Kiln seasoned and chemically treated hollock wood
9.4 Extra for additional labour for circular works, such as in frames of fan light

9.4.1 Second class teak wood

9.4.2 Sal wood

9.4.3 Kiln seasoned and chemically treated hollock wood

9.5 Providing and fixing panelled or panelled and glazed shutters for doors,
windows and clerestory windows, fixing with butt hinges of required size with
necessary screws, excluding panelling which will be paid for separately, all
complete as per direction of Engineer-in-charge. (Note: Butt hinges and
necessary screws shall be paid separately)

9.5.1 Second class teak wood

9.5.1.1 35 mm thick shutters

9.5.1.2 30 mm thick shutters
9.5.2 Kiln seasoned and chemically treated hollock wood

9.5.2.1 35 mm thick shutters

9.5.2.2 30 mm thick shutters
9.5.3 Kiln seasoned selected planks of sheesham wood
9.5.3.1 35 mm thick shutters

9.5.3.2 30 mm thick shutters

9.6 Providing and fixing 35 mm thick factory made laminated veneer lumber door
shutter conforming to IS : 14616 and TADS 15:2001 (Part B), fixing with butt
hinges of required size with necessary screws, all complete as per directions
of Engineer- in-charge and panelling with panels of : (Note:- Butt hinges and
necessary screws shall be paid separately)

9.6.1 12 mm thick plain grade -1, medium density flat pressed three layer particle
board FPT - I or graded wood particle board FPT- I, IS : 3087 marked, bonded
with BWP type synthetic resin adhesive as per IS : 848 :
9.6.2 12 mm thick pre-laminated particle board (decorative lamination on both
sides) grade -1, medium density flat pressed, three layer particle board FPT- I
or graded wood particle board FPT- I, conforming to IS : 3087, bonded with
BWP type synthetic resin adhesive as per IS : 848 and pre-laminated
conforming to IS : 12823, Grade 1, Type - II marked.

9.6.3 12 mm thick one side Pre-laminated particle board (decorative lamination on

one side and other sides balancing lamination) grade -1, medium density flat
pressed, three layer particle board FPT - I or graded wood particle board FPT-
1 conforming to IS : 3087 bonded with BWP type synthetic resin adhesive as
per IS : 848 and pre-laminated conforming to IS : 12823, Grade -1, Type II
marked.

9.7 Providing and fixing panelling or panelling and glazing in panelled or panelled
and glazed shutters for doors, windows and clerestory windows (Area of
opening for panel inserts excluding portion inside grooves or rebates to be
measured). Panelling for panelled or panelled and glazed shutters 25 mm to
40 mm thick.

9.7.1 Second class teak wood

9.7.2 Kiln seasoned and chemically treated hollock wood.

9.7.3 Ply wood 5 ply, 9 mm thick

9.7.3.1 Decorative plywood both side decorative veneer (Type - I) conforming to IS
1328 BWR type
9.7.3.2 Decorative plywood one side decorativeveneer and commercial veneer on
other face (Type 1) conforming to IS 1328 BWR Type
9.7.4 Ply wood 7 ply, 9 mm thick
9.7.4.1 Decorative plywood one side decorativeveneer and commercial veneer on
other face (Type 1) conforming to IS 1328 BWR Type
9.7.5 Particle Board 12 mm thick
9.7.5.1 Plain particle board flat pressed, 3 layer or graded wood particle board
medium density Grade I, IS : 3087 marked
9.7.5.2 Veneered flat pressed three layer or graded wood particle board with
commercial veneering on both sides conforming to IS:3097, grade I
9.7.5.3 Pre-laminated particle board with decorative lamination on one side and
balancing lamination on other side, Grade I, Type II IS: 12823 marked
9.7.5.4 Pre-laminated particle board with decorativelamination on both sides, Grade
I, Type II, IS:12823 marked

9.7.6 Coir Veneer Board (conforming to IS 14842)

9.7.6.1 12 mm thick
9.7.7 Float glass panes

9.7.7.1 4 mm thick glass pane (weight not less than 10 kg/sqm).

9.7.7.2 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm).
9.7.8 Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4
mm wide aperture with matching wood beading
9.9 Providing and fixing glazed shutters for doors, windows and clerestory
windows using 4 mm thick float glass panes (weight not less than 10 kg per
sqm) fixing with ISI marked M.S. pressed butt hinges bright finished of
required size with necessary screws.

9.9.1 Second class teak wood

9.9.1.1 35 mm thick

9.9.1.2 30 mm thick
9.9.2 Kiln seasoned and chemically treated hollock wood

9.9.2.1 35 mm thick
9.9.2.2 30 mm thick

9.9.3 Kiln seasoned selected planks of sheesham wood

9.9.3.1 35 mm thick

9.9.3.2 30 mm thick

9.10 Providing and fixing factory made laminated veneer lumber glazed shutter
conforming to IS: 14616 and TADS 15:2001 (Part B), using 4 mm thick float
glass panes for doors, windows and clerestory windows, fixing with butt
hinges of required size with necessary screws, all as per directions of
Engineer-in-charge (Note:- Butt hinges and necessary screws shall be paid
separately)

9.10.1 30 mm thick shutters

9.11 Extra for providing heavy sheet float glass panes instead of ordinary float
glass in glazed doors, windows and clerestory window shutters. (Area of
opening for glass panes excluding portion inside rebate shall be measured)
9.11.1 5.0 mm thick (weight not less than 12.50 kg per sqm) instead of 4 mm thick
(weight not less than 10 kg per sqm).
9.12 Extra for providing frosted glass panes 4 mm thick (weight not less than 10 kg
per sqm) instead of ordinary float glass panes 4 mm thick (weight not less
than 10 kg per sqm) in doors, windows and clerestory window shutters. (Area
of opening for glass panes excluding portion inside rebate shall be measured).

9.13 Deduct for providing pin headed glass panes instead of ordinary float glass
panes 4 mm thick (weight not less than 10 kg per sqm) in doors, windows and
clerestory windows shutters (Area of opening for glass panes excluding
portion inside rebate shall be measured).

9.14 Extra for providing ISI marked Stainless Steel butt hinges instead of M.S.
pressed butt hinges bright finished of required size with necessary screws.
(Shutter area to be measured).
9.15 Deduct for not providing hinges in doors, windows or clerestory window
shutters with :
9.15.1 ISI marked Stainless steel butt hinges with stainless steel screws :
9.15.1.1 For 2nd class teak wood and other class of wood shutters
9.15.2 ISI marked M.S. pressed butt hinges bright finished of required size with
necessary screws.
9.15.2.1 For 2nd class teak wood and other class of wood shutters
9.16 Providing and fixing 25 mm thick shutters for cup board etc.
9.16.1 Panelled or panelled & glazed shutters
9.16.1.1 Second class teak wood including ISI marked anodised aluminium butt hinges
with necessary screws
9.16.1.2 Second class teak wood including ISI marked nickel plated bright finished M.S.
piano hingeswith necessary screws
9.16.2 Glazed shutters :

9.16.2.1 Second class teak wood including ISI marked anodized aluminium butt hinges
with necessary screws
9.16.2.2 Second class teak wood including ISI marked nickel plated bright finished M.S.
piano hingeswith necessary screws

9.17 Providing and fixing flat pressed three layer particle or graded plain wood
board medium density exterior grade (Grade I) FPT-I, conforming and marked
to frame, backing or studding with screws etc. complete (Frames, backing or
studding to be paid separately):

9.17.1 12 mm thick

9.17.2 18 mm thick
9.18 Providing and fixing Pre-laminated flat pressed 3 layer (medium density)
particle board or graded wood particle board IS : 3087 marked, with one side
decorative and other side balancing lamination Grade I, Type II exterior grade
IS : 12823 marked, in shelves with screws and fittings wherever required,
edges to be painted with polyurethane primer (fittings to be paid separately).

9.18.1 18 mm thick
9.18.2 25 mm thick
9.20 Providing and fixing ISI marked flush door shutters conforming to IS : 2202
(Part I) decorative type, core of block board construction with frame of 1st
class hard wood and well matched teak 3 ply veneering with vertical grains or
cross bands and face veneers on both faces of shutters.

9.20.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary
screws.
9.20.2 30 mm thick including ISI marked Stainless Steel butt hinges with necessary
screws
9.20.3 25 mm thick (for cupboard) including ISI marked nickel plated bright finished
M.S. Piano hinges IS : 3818 marked with necessary screws
9.21 Providing and fixing ISI marked flush door shutters conforming to IS : 2202
(Part I) non-decorative type, core of block board construction with frame of
1st class hard wood and well matched commercial 3 ply veneering with
vertical grains or cross bands and face veneers on both faces of shutters:

9.21.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary
screws
9.21.2 30 mm thick including ISI marked Stainless Steel butt hinges with necessary
screws
9.21.3 25 mm thick (for cupboard) including ISI marked nickel plated bright finished
M.S. piano hinges with necessary screws
9.22 Extra for Providing and fixing flush doors with decorative veneering instead of
non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I)

9.22.1 On one side only.

9.23 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum
depth on all edges of flush door shutters (over all area of door shutter to be
measured).
9.24 Extra for providing vision panel not exceeding 0.1 sqm in all type of flush
doors (cost of glass excluded) (overall area of door shutter to be measured):

9.24.1 Rectangular or square

9.24.2 Circular

9.25 Extra if louvers (not exceeding 0.2 sqm) are provided in flush door shutters
(overall area of door shutters to be measured).
9.25.1 Decorative type door
9.26 Extra for cutting rebate in flush door shutters (Total area of the shutter to be
measured).

9.27 Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of
average width of aperture 1.4 mm in both directions with wire of dia 0.63
mm, for doors, windows and clerestory windows with hinges and necessary
screws :

9.27.1 35 mm thick shutters.

9.27.1.1.1 with ISI marked M.S. pressed butt hinges bright finished of required size -
Second class teak wood
9.27.1.1.2 with ISI marked M.S. pressed butt hinges bright finished of required size - Kiln
seasoned and chemically treated hollock wood

9.27.1.1.3 with ISI marked M.S. pressed butt hinges bright finished of required size - Kiln
seasoned selected class of sheesham wood
9.27.1.2.1 With ISI marked stainless steel butt hinges of required size - Second class teak
wood
9.27.1.2.2 With ISI marked stainless steel butt hinges of required size - Kiln seasoned and
chemically treated hollock wood
9.27.1.2.3 With ISI marked stainless steel butt hinges of required size - Kiln seasoned
selected class of sheesham wood
9.27.2 30 mm thick shutters
9.27.2.11 with ISI marked M.S. pressed butt hinges bright finished of required size -
Second class teak wood
9.27.2.12 with ISI marked M.S. pressed butt hinges bright finished of required size - Kiln
seasoned and chemically treated hollock wood
9.27.2.13 with ISI marked M.S. pressed butt hinges bright finished of required size - Kiln
seasoned selected class of sheesham wood
9.27.2.21 With ISI marked stainless steel butt hinges ofrequired size - Second class teak
wood
9.27.2.22 With ISI marked stainless steel butt hinges ofrequired size - Kiln seasoned and
chemically treated hollock wood
9.27.2.23 With ISI marked stainless steel butt hinges ofrequired size - Kiln seasoned
selected class of sheesham wood
9.31 Providing and fixing wire gauge laminated veneer lumber shutters conforming
to IS : 14616, and as per TADS 15 :2001 (Part B) using galvanised wire gauge
with average width of aperture 1.4 mm in both directions with wire of dia
0.63 mm as per IS :1568, for doors, windows and clerestory windows, fixing
with butt hinges of required size with necessary screws, as per directions of
Engineer-in-charge: (Note:- Butt hinges and necessary screws shall be paid
separately)

9.31.1 35 mm thick shutters

9.31.2 30 mm thick shutters

9.40 Providing and fixing wooden moulded beading to door and window frames
with iron screws, plugs and priming coat on unexposed surface etc.
complete :
9.40.1 2nd class teak wood

9.40.1.1 50x12 mm

9.40.1.2 50 x 20 mm
9.40.2 Kiln seasoned and chemically treated hollock wood.

9.40.2.1 50x12 mm

9.40.2.2 50x20 mm
9.41 Providing and fixing plain jaffri of 35x10 mm laths placed 35 mm apart
(frames to be paid separately), including fixing 50x12 mm beading complete
with
9.41.1 Second class teak wood.

9.42 Providing and fixing 18 mm thick, 150 mm wide pelmet of flat pressed three
layer or graded plain wood particle board medium density grade I, ISI marked
and conforming to IS : 3087 marked, including top cover of 6 mm commercial
ply wood conforming to IS: 303 BWR grade, nickel plated M.S. pipe 20 mm dia
( heavy type) curtain rod with nickel plated brackets, including fixing with
25x3 mm M.S. flat 10 cm long fixed to pelmet with hollock wood cleats of size
100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75
mm long etc. all complete.

9.43 Providing and fixing 18 mm thick, 150 mm wide pelmet of coir veneer board
ISI marked IS : 14842, including top cover of 6 mm coir veneer board, nickle
plated M.S. Pipe 20 mm dia. (heavy type) curtain rod with nickel plated
brackets, including fixing with 25x3 mm M.S. Flat 10 cm long fixed to pelmet
with hollock wood cleats of size 100 mm x 40 mm x 40 mm on both inner side
of pelmet and rawl plugs 75 mm long etc. all complete.

9.44 Extra for using veneered particle board conforming to IS 3097 Grade I, in item
of pelmet 18 mm thick 150 mm wide.
9.44.1 Non decorative veneer on both sides.

9.44.2 Particle board with decorative veneering on both sides

9.45 Providing and fixing teak wood lipping of size 25x3 mm in pelmet.
9.46 Providing and fixing chromium plated brass curtain rod having wall thickness
of 1.25 mm with two chromium plated brass brackets fixed withC.P. brass
screws and PVC sleeves etc., wherever necessary complete :
9.46.1 12 mm dia
9.46.2 20 mm dia
9.46.3 25 mm dia
9.47 Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated
brackets :
9.47.1 20 mm dia (heavy type)
9.47.2 25 mm dia (heavy type)
9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc.
with M.S. flats, square or round bars etc. including priming coat with
approved steel primer all complete.
9.48.1 Fixed to steel windows by welding

9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc.
9.49 Providing and fixing expanded metal 20x60 mm strands 3.25 mm wide and
1.6 mm thick for windows etc. including 62 x19 mm beading of second class
teak wood and priming coat with approved steel primer all complete.

9.50 Providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight
not less than 7.75 Kg per sqm to window frames etc. including 62x19 mm
beading of second class teak wood and priming coat with approved steel
primer all complete.

9.51 Providing and fixing fly proof galvanized M.S. wire gauge to windows and
clerestory windows using wire gauge with average width of aperture 1.4 mm
in both directions with wire of dia 0.63 mm all complete.
9.51.1 With second class teak wood beading 62X19 mm
9.51.2 With 12 mm mild steel U beading
9.52 Deduct for fixing 75x25 mm hard drawn steel wire fabric of weight not less
than 7.75 Kg per sqm in panelled and glazed door and window shutter instead
of glass sheet 4 mm thick (weight not less than 10 kg per sqm)
9.53 Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame
with 10 mm diameter bolts, nuts and wooden plugs and embedding in
cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse
sand : 6 graded stone aggregate 20 mm nominal size)

9.54 Providing beams including hoisting, fixing in position and applying wood
preservative for the unexposed surfaces, etc. complete with :
9.54.1 Sal wood
9.54.2 Hollock wood
9.55 Providing and fixing ISI marked IS:1341 M.S. pressed butt hinges bright
finished with necessary screws etc. complete :
9.55.1 125x65x2.12 mm
9.55.2 100x58x1.90 mm
9.55.3 75x47x1.70 mm

9.55.4 50x37x1.50 mm
9.56 Providing and fixing ISI marked, IS : 1341, M.S. heavy weight bright finished
butt hinges with necessary screws etc. complete :
9.56.1 125x90x4.00 mm

9.56.2 100x75x3.50 mm

9.56.3 75x60x3.10 mm

9.56.4 50x40x2.50 mm
9.57 Providing and fixing ISI marked IS:1341 oxidised M.S. pressed butt hinges with
necessary screws etc. complete. (Copper oxidised as per IS 1378)
9.57.1 125x65x2.12 mm

9.57.2 100x58x1.90 mm

9.57.3 75x47x1.70 mm

9.57.4 50x37x1.50 mm
9.58 Providing and fixing ISI marked IS: 1341 oxidised M.S. Pressed Parliamentary
hinges with necessary screws etc. complete (Copper oxidised as per IS 1378)

9.58.1 150x125x27x2.80 mm

9.58.2 125x125x27x2.80 mm
9.58.3 100x125x27x2.80 mm
9.58.4 75x100x20x2.24 mm
9.59 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with
necessary screws etc. complete (Copper oxidised as per IS 1378)
9.59.1 150 mm

9.59.2 125 mm
9.59.3 100 mm
9.60 Providing and fixing ISI marked IS : 453 oxidised M.S. double acting spring
hinges with necessary screws etc. complete (Copper oxidised as per IS 1378)

9.60.1 150 mm
9.60.2 125 mm

9.60.3 100 mm
9.61 Providing M.S. Piano hinges ISI marked IS : 3818 finished with nickel
chromium plating grade 1 as per IS: 1068 and fixing with necessaryscrews
etc., complete.
9.61.1 Overall width 35 mm
9.61.2 Overall width 50 mm
9.61.3 Overall width 65 mm

9.62 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and
screws etc. complete (Copper oxidised as per IS 1378)
9.62.1 300x16 mm
9.62.2 250x16 mm
9.63 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel
type) with necessary screws etc. complete (Copper oxidised as per IS 1378)
9.63.1 250x10 mm

9.63.2 200x10 mm
9.63.3 150x10 mm
9.63.4 100x10 mm
9.64 Providing and fixing ISI marked 85x42 mm oxidised M.S. pull bolt lock
conforming to IS : 7534 with necessary screws bolts, nut and washers etc.
complete (Copper oxidised as per IS 1378).
9.65 Providing and fixing ISI marked oxidised M.S. door latches conforming to
IS:5930 with screws etc. complete (Copper oxidised as per IS 1378)
9.65.1 300x20x6 mm
9.65.2 250x20x6 mm
9.66 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992
with necessary screws etc. complete (Copper oxidised as per IS 1378)
9.66.1 125 mm
9.66.2 100 mm
9.66.3 75 mm
9.67 Providing and fixing oxidised M.S. hasp and staple (safety type) conforming to
IS : 363 with necessary screws etc. complete (Copper oxidised as per IS 1378)

9.67.1 150 mm
9.67.2 115 mm
9.67.3 90 mm

9.68 Providing and fixing oxidised M.S. casement stays (straight peg type) with
necessary screws etc. complete (Copper oxidised as per IS 1378)
9.68.1 300 mm weighing not less than 330 grams
9.68.2 250 mm weighing not less than 280 grams
9.68.3 200 mm weighing not less than 240 grams
9.69 Providing and fixing oxidised M.S. Safety chain with necessary fixtures for
doors, (weighting not less than 450 gms) and Copper oxidised as per IS 1378
9.70 Providing and fixing IS : 12817 marked stainless steel butt hinges with
stainless steel screws etc. complete :
9.70.1 125x64x1.90 mm
9.70.2 100X58X1.90 mm
9.70.3 75x47x1.80 mm

9.70.4 50x37x1.50 mm
9.71 Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy
weight) with stainless steel screws etc. complete :
9.71.1 125x64x2.50 mm
9.71.2 100x60x2.50 mm

9.71.3 75x50x2.50 mm
9.72 Providing and fixing bright finished brass butt hinges with necessary screws
etc. complete :
9.72.1 125x85x5.5 mm (heavy type)
9.72.2 125x70x4 mm (ordinary type)

9.72.3 100x85x5.5 mm (heavy type)

9.72.4 100x70x4 mm (ordinary type)
9.72.5 75x65x4 mm (heavy type)
9.72.6 75x40x2.5 mm (ordinary type)

9.72.7 50x40x2.5 mm (ordinary type)

9.73 Providing and fixing bright finished brass parliamentary hinges with necessary
screws etc. complete :
9.73.1 150x125x27x5 mm
9.73.2 125x125x27x5 mm
9.73.3 100x125x27x5 mm
9.73.4 75x100x20x3.2 mm

9.74 Providing and fixing bright finished brass tower bolts (barrel type) with
necessary screws etc. complete :
9.74.1 250x10 mm
9.74.2 200x10 mm
9.74.3 150x10 mm
9.74.4 100x10 mm
9.75 Providing and fixing bright finished brass door latch with necessary screws
etc. complete :
9.75.1 300x16x5 mm
9.75.2 250x16x5 mm
9.76 Providing and fixing bright finished brass 100 mm mortice latch and lock with
6 levers and a pair of lever handles of approved quality with necessary screws
etc. complete.
9.77 Providing and fixing bright finished brass 100 mm mortice latch with one dead
bolt and a pair of lever handles of approved quality with necessary screws
etc. complete.
9.78 Providing and fixing bright finished brass night latch of approved quality
including necessary screws etc. complete.
9.79 Providing and fixing special quality bright finished brass cupboard or ward
robe locks with four levers of approved quality including necessary screws
etc. complete.
9.79.1 40 mm
9.79.2 50 mm
9.79.3 65 mm
9.79.4 75 mm
9.80 Providing and fixing 50 mm bright finished brass cup board or wardrobe knob
of approved quality with necessary screws.
9.81 Providing and fixing bright finished brass handles with screws etc. complete:

9.81.1 125 mm
9.81.2 100 mm
9.81.3 75 mm
9.82 Providing and fixing bright finished brass hanging type floor door stopper with
necessary screws, etc. complete.
9.83 Providing and fixing aluminium die cast body tubular type universal hydraulic
door closer (having brand logo with ISI, IS : 3564, embossed on the body, door
weight upto 35 kg and door width upto 700 mm), with necessary accessories
and screws etc. complete.

9.84 Providing and fixing aluminium extruded section body tubular type universal
hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the
body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000
mm), with double speed adjustment with necessaryaccessories and screws
etc. complete.

9.85 Providing and fixing bright finished brass casement window fastener with
necessary screws etc. complete.
9.86 Providing and fixing bright finished brass casement stays (straight peg type)
with necessary screws etc. complete :
9.86.1 300 mm weighing not less than 330 gms

9.86.2 250 mm weighing not less than 280 gms

9.86.3 200 mm weighing not less than 240 gms

9.87 Providing and fixing bright finished brass hasp and staple (safety type) with
necessary screws etc. complete :
9.87.1 150 mm
9.87.2 115 mm
9.87.3 90 mm

9.88 Providing and fixing chromium plated brass 100 mm mortice latch and lock
with 6 levers and a pair of lever handles of approved quality with necessary
screws etc. complete.
9.89 Providing and fixing chromium plated brass night latch of approved quality
including necessary screws etc. complete.
9.90 Providing and fixing special quality chromium plated brass cupboard locks
with six levers of approved quality including necessary screws etc. complete.

9.90.1 Size 40 mm
9.90.2 Size 50 mm

9.90.3 Size 65 mm
9.90.4 Size 75 mm

9.91 Providing and fixing chromium plated brass 50 mm cupboard or wardrobe

knobs with nuts complete.
9.92 Providing and fixing chromium plated brass handles with necessary screws
etc. complete:
9.92.1 125 mm
9.92.2 100 mm
9.92.3 75 mm
9.93 Providing and fixing chromium plated brass casement window fastener with
necessary screws etc. complete.
9.94 Providing and fixing chromium plated brass casement stays (straight peg type)
with necessary screws etc. complete :
9.94.1 300 mm weighing not less than 330 gms
9.94.2 250 mm weighing not less than 280 gms
9.94.3 200 mm weighing not less than 240 gms

9.95 Providing and fixing ISI marked aluminium butt hinges anodised (anodic
coating not less than grade AC 10 as per IS: 1868) transparent or dyed to
required colour or shade with necessary screws etc. complete:
9.95.1 125x75x4 mm

9.95.2 125x63x4 mm
9.95.3 100x75x4 mm
9.95.4 100x63x4 mm
9.95.5 100x63x3.2 mm
9.95.6 75x63x4 mm

9.95.7 75x63x3.2 mm
9.95.8 75x45x3.2 mm
Note:- Aluminium hinges shall not be used in wooden shutters , Stainless steel
hinges shall be preferred
9.96 Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic
coating not less than grade AC 10 as per IS : 1868) transparent or dyed to
required colour or shade with nuts and screws etc. complete :
9.96.1 300x16 mm

9.96.2 250x16 mm

9.97 Providing and fixing aluminium tower bolts ISI marked anodised (anodic
coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to
required colour or shade with necessary screws etc. complete :
9.97.1 300x10 mm
9.97.2 250x10 mm
9.97.3 200x10 mm

9.97.4 150x10 mm
9.97.5 100x10 mm
9.98 Providing and fixing aluminium pull bolt lock, ISI marked, anodised (anodic
coating not less than grade AC 10 as per IS : 1868) transparent or dyed to
required colour and shade with necessary screws bolts, nut and washers etc.
complete.

9.99 Providing and fixing 50 cm long aluminium kicking plate of size 100x3.15 mm,
anodised (anodic coating not less than grade AC 10 as per IS :1868)
transparent or dyed to required colour or shade, with necessary screws etc.
complete.

9.100 Providing and fixing aluminium handles ISI marked, anodised (anodic coating
not less than grade AC 10 as per IS : 1868) transparent or dyed to required
colour or shade with necessary screws etc. complete :
9.100.1 125 mm
9.100.2 100 mm
9.100.3 75 mm
9.101 Providing and fixing aluminium hanging floor door stopper, ISI marked,
anodised (anodic coating not less than grade AC 10 as per IS : 1868)
transparent or dyed to required colour and shade, with necessary screws etc.
complete.

9.101.1 Single rubber stopper

9.101.2 Twin rubber stopper
9.102 Providing and fixing aluminium casement stays, ISI marked, anodised (anodic
coating not less than grade AC 10 as per IS : 1868) transparent or dyed to
required colour and shade, with necessary screws etc. complete.
9.103 Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI
marked, with six levers and a pair of anodised (anodic coating not less than
grade AC 10 as per IS : 1868) aluminium lever handles of approved quality
with necessary screws etc. complete.

9.104 Providing and fixing aluminium tee channels (heavy duty) with rollers & stop
end in pelmets as curtain rod.
9.105 Providing and fixing partition upto ceiling height consisting of G.l. frame and
required board, including providing and fixing of frame work made of special
section power pressed/ roll form G.l. sheet with zinc coating of 120
gms/sqm(both side inclusive), consisting of floor and ceiling channel 50mm
wide having equal flanges of 32 mm and 0.50 mm thick, fixed to the floor and
ceiling at the spacing of 610 mm centre to centre with dash fastener of 12.5
mm dia meter 50 mm length or suitable anchor fastener or metal screws with
nylon plugs and the studs 48 mm wide having one flange of 34 mm and other
flange 36 mm and 0.50 mm thick fixed vertically within flanges of floor and
ceiling channel and placed at a spacing of 610 mm centre to centre by 6 mm
dia bolts and nuts, including fixing of studs along both ends of partition fixed
flush to wall with suitable anchor fastener or metal screws with nylon plugs at
spacing of 450 mm centre to centre, and fixing of boards to both side of
frame work by 25 mm long dry wall screws on studs, floor and ceiling
channels at the spacing of 300 mm centre to centre. The boards are to be
fixed to the frame work with joints staggered to avoid through cracks, M.S.
fixing channel of 99 mm width (0.9 mm thick having two flanges of 9.5 mm
each) to be provided at the horizontal joints of two boards, fixed to the studs
using metal to metal flat head screws, including jointing and finishing to a
9.105.1 flush
75 mm finish withthickness
overall recommended jointing
partition with compound, jointing
12.5 mm thick tape,
double angle
skin fire beads
rated
Glass Reinforced Gypsum (GRG) plaster board conforming to IS: 2095: (part 3)
(Board with BIS certification marks)
9.105.2 75mm overall thickness partition with 12.5 mm thick double skin tapered
edged plain Gypsum plaster board conforming to IS: 2095: (part 1) : 2011
(Board with BIS certification marks)
9.105.3 66mm overall thickness Partition with 8mm thick double skin Calcium Silicate
Board made with Calcareous & Siliceous materials reinforced with cellulose
fiber manufactured through autoclaving process with Compressive Strength
225 kg/sq.cm, Bending Strength 100 kg./ sq.cm

9.105.4 66mm overall thickness partition using 8mm thick, double skin multipurpose
cement board, Type-B, Category-Ill as per IS : 14862:2000 reinforced with
cellulose fibre manufactured through autoclaving process (High pressure
steam cured) with suitable fibre cement screws

9.105.5 66 mm overall thickness partition using 8 mm thick double skin multipurpose

cement bonded wood particle board manufactured as per IS: 14276 with
suitable cement bonded board screws
9.106 Providing and fixing PTMT handles with necessary screws etc. complete.
9.106.1 125x34x24 mm weighing not less than 23 gms
9.106.2 150x34x24 mm weighing not less than 26 gms
9.107 Providing and fixing PTMT Butt hinges with necessary screws etc. complete.

9.107.1 75 x 60 x 10 mm fitted with 5.5 mm dia M.S. Bright Bar Rod weighing not less
than 34 gms
9.107.2 100 x 75 x 10 mm fitted with 5.5 mm dia MS Bright Bar Rod weighing not less
than 53 gms
9.108 Providing and fixing PTMT Tower Bolts with 12 mm one piece rod inside and
necessary screws etc., complete.
9.108.1 152x42x18 mm weighing not less than 60 gms

9.108.2 202x42x18 mm weighing not less than 78 gms

9.109 Providing and fixing PTMT door catcher of length 72 mm and dia. of 42 mm
with suitable washers weighing not less than 33 gms

9.110 Providing and fixing Bamboo jaffery/ fencing consisting of superior quality 25
mm dia (Average) half cut bamboo placed vertically and fixed together with
three numbers horizontal running members of hollock wood in scantling of
section 50X25 mm, fixed with nails and G.I wire on existing support complete
as per direction of Engineer-in-charge.

9.111 Providing and fixing wooden moulded corner beading of triangular shape to
the junction of panelling etc. with iron screws, plugs and priming coat on
unexposed surface etc. complete 2nd class teak wood.
9.111.1 50x50mm (base and height).

9.112 Providing and fixing 2nd class teak wood lipping/ moulded beading or taj
beading of size 18X5 mm fixed with wooden adhesive of approved quality and
screws/ nails on the edges of the Pre-laminated particle board as per
direction of Engineer-in-charge.

9.113 Providing and fixing bright finished 100 mm mortice lock with 6 levers without
pair of handles of approved quality for aluminium door, with necessary
screws etc complete as per direction of Engineer-in-charge.
9.114 Providing and fixing magnetic catcher of approved quality in cupboard / ward
robe shutters, including fixing with necessary screws etc. complete.
9.114.1 Triple strip vertical type
9.114.2 Double strip (horizontal type)
9.115 Providing and fixing powder coated telescopic drawer channels 300 mm long
with necessary screws etc. complete as per directions of Engineer-in-charge.

9.116 Providing and fixing sliding arrangement in racks/ cupboards/cabinets shutter

with stainless steel rollers to run inside C or E aluminium channel section (The
payment of C or E channel shall be made separately)
9.117 Providing and fixing factory made uPVC door frame made of uPVC extruded
sections having an overall dimension as below (tolerance ±1mm), with wall
thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with
galvanized brackets and stainless steel screws, joints mitred and Plastic
welded. The hinge side vertical of the frames reinforced by galvanized M.S.
tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos.
stainless steel hinges fixed to the frame complete as per manufacturer’s
specification and direction of Engineer-in-charge

9.117.1 Extruded section profile size 48x40 mm

9.117.2 Extruded section profile size 42x50 mm

9.118 Providing and fixing to existing door frames.
9.118.1 24 mm thick factory made PVC door shutters made of styles and rails of a
uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm)
with inbuilt edging on both sides. The styles and rails mitred and joint at the
corners by means of M.S. galvanised/plastic brackets of size 75x220 mm
having wall thickness 1.0 mm and stainless steel screws. The styles of the
shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1
mm (± 0.1 mm) wall thickness. The lock rail made up of ‘H’ section, a uPVC
hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed
to the shutter styles by means of plastic/galvanised M.S. ‘U’ cleats. The
shutter frame filled with a uPVC multi-chambered single panel of size not less
than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall
thickness. The panels filled vertically and tie bar at two places by inserting
horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers,
complete as per manufacturer’s specification and direction of Engineer-in-
charge. (For W.C. and bathroom door shutter).

9.118.2 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of
styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness
2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. The
styles and rails mitred and joint at the corners by means of M.S. galvanised/
plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless
steel screws. The styles of the shutter reinforced by inserting galvanised M.S.
tube of size 25x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail
made up of ‘H’ section, a uPVC hollow section of size 100x30 mm and 2 mm (±
0.2 mm) wall thickness fixed to the shutter styles by means of plastic/
galvanised M.S. ‘U’ cleats. The shutter frame filled with a uPVC multi-
chambered single panel of size not less than 620 mm, having over all
thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness . The panels filled
vertically and tie bar at two places by inserting horizontally 6 mm galvanised
M.S. rod and fastened with nuts and washers, complete as per
manufacturer’s specification and direction of Engineer-in-charge.
9.118.3 25 mm thick PVC flush door shutters made out of a one piece Multi chamber
extruded PVC section of the size of 762 mm X 25 mm or less as per
requirement with an average wall thickness of 1 mm (± 0.3 mm). PVC foam
end cap of size 23x10 mm are provided on both vertical edges to ensure the
overall thickness of 25 mm. M.S. tube having dimensions 19 mm x 19 mm and
1.0 mm (± 0.1 mm) is inserted along the hinge side of the door. Core of the
door shutter should be filled with High Density Polyurethane foam. The Top &
Bottom edges of the shutter are covered with an end-cap of the size 25 mm X
11 mm. Door shutter shall be reinforced with special polymeric
reinforcements as per manufacturer’s specification and direction of Engineer-
in-charge to take up necessary hardware and fixtures. Stickers indicating the
locations of hardware will be pasted at appropriate places.

9.119 Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a
wall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet,
mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15
mm M.S. square tube, the vertical door frame profiles to be reinforced with
19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal
to be provided through out the frame. The door frame to be fixed to the wall
using M.S. screws of 65/100 mm size, complete as per manufacturer’s
specification and direction of Engineer-in-Charge.

9.120 Providing and fixing factory made panel PVC door shutter consisting of frame
made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for
styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of
steel primers of approved make and manufacture. M.S. frame covered with 5
mm thick heat moulded PVC ‘C’ channel of size 30mm thickness, 70 mm width
out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree
angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out
of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the
inner side to form top and bottom rail and 115 mm wide PVC sheet out of
which 75 mm shall be flat and 20 mm shall be tapered on both sides to form
lock rail. Top, bottom and lock rails shall be provided both side of the panel.
10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap
insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to
be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5
mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined
together with solvent cement adhesive. An additional 5 mm thick PVC strip of
20 mm width is to be stuck on the interior side of the ‘C’ Channel using PVC
solvent adhesive etc. complete as per direction of Engineer-in-charge,
manufacturer’s specification & drawing.

9.120.1 30 mm thick plain PVC door shutters.

9.120.2 30 mm thick pre laminated PVC door shutters

9.121 Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-
section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive
shutter of 30 mm thickness. The laminate shall be moulded with fire resistant
grade unsaturated polyester resin and chopped mat. Door frame laminate
shall be 2 mm thick and shall be filled with suitable wooden block in all the
three legs. The frame shall be covered with fiber glass from all sides. M.S. stay
shall be provided at the bottom to steady the frame.

9.122 Providing and fixing to existing door frames.

9.122.1 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of
required colour and approved brand and manufacture, made with fire -
retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP
laminate for forming hollow rails and styles, with wooden frame and suitable
blocks of seasoned wood inside at required places for fixing of fittings, cast
monolithically with 5 mm thick FRP laminate for panels conforming to IS:
14856, including fixing to frames.

9.122.2 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in

different plain and wood finish made with fire retardant grade unsaturated
polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable
wooden blocks inside at required places for fixing of fittings and polyurethane
foam (PUF)/ Polystyrene foam to be used as filler material throughout the
hollow panel, casted monolithically with testing parameters of F.R.P. laminate
conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-
charge.

9.123 Providing and fixing factory made door frame (single rebate) made out of
solid foam PVC extruded profile of minimum 60mm width and minimum 30
mm thickness, having homogenous fine cellular structure and integral smooth
outer skin. The frame's vertical and horizontal members to be mitered cut
and joined together with PVC solvent adhesive / cement and both corners
strengthened with fully threaded steel screws (of required size) fixed
diagonally. The door frame is to be fixed to door jambs using 6 Nos. SS 304
grade minimum 8 mm dia CSK Phillips stainless steel self tapping
screws/fasteners with PA6 grade polyamide sleeves both of required size, and
gap if any between the door frame and the jamb must be filled with clear
silicon, complete as per direction of the Engineer-in- Charge.

9.123A Providing PVC moulding / architrave for door frame made up of extruded
solid foam PVC profile having homogenous fine cellular structure with smooth
outer integral skin, minimum 30 mm width and minimum 12mm thick suitable
for fixing to frame. The moulding shall be snap fitted in the groove provided in
the frame & fixed with PVC solvent adhesive / cement and self tapping screws
(of required size) complete as per direction of Engineer-in-Charge.
9.124 Providing and fixing factory made PVC Door shutter made of solid foam PVC
profiles of thickness 5 mm and 15 mm at edges integrally extruded for vertical
style and horizontal (top / bottom / lock) rails of minimum cross section of
70mm x 28mm, of shape and design as per manufacturer's specifications
having homogenous fine cellular structure and smooth integral outer skin,
inserted with G.l. 'C' section/ rectangular tube profile of minimum 0.30 mm
thickness with 120 gsm coating as stiffeners as per manufacturer's
specifications Mitered cut joints for styles and rails provided with telescopic
polymeric L' corners are joined together using solvent adhesive and
strengthened with fully threaded stainless steel screws (of required size)
through reinforcement stiffener with paneling of specified solid foam PVC
board / high pressure laminate of required thickness and of approved design
and shade (matching the styles and rails), secured within styles and rails with
specially designed solid foam PVC moulded headings of required size using
PVC solvent adhesive / cement. The finished door shutter including SS
hardware, 1 no. SS sliding door bolt 200 x 10mm, 1 no. SS tower bolt 200 x
10mm and 2 nos. SS handles 125 mm, shall be fixed to frame with 3 Nos.
stainless steel hinges of minimum size 100x58x1.9mm and stainless steel
screws of required size complete as per direction of the Engineer-in-Charge.
(Cost of above hardware is inclusive in rates)
9.124.1 5 mm thick solid foam PVC panel of required size with moulded/extruded
beading of appropriate design shape and size as per manufacturer's
specifications (to secure the panel insert tight in place within the style and
rails of the shutter)matching the color &shade of shutter frame - Non
decorative type.

9.124.2 5 mm thick solid foam PVC panel of required size with moulded / extruded
beading of appropriate design shape and size as per manufacturer's
specifications (to secure the panel insert tight in place within the style and
rails of the shutter)matching the design, color & shade of shutter frame. -
Decorative type.

9.124.3 3 mm thick high pressure laminate (decorative type) with moulded /extruded
beading of appropriate design shape and size as per manufacturer's
specifications (to secure the panel insert tight in place within the style and
rails of the shutter) matching the design, color & shade of shutter frame. Non
Ddcorative type
9.126 Providing and fixing 12 mm thick panelling or panelling and glazing in panelled
or panelled and glazed shutters for doors, windows and clerestory windows
(area of opening for panel inserts excluding portion inside grooves or rebates
to be measured). Panelling for panelled or panelled and glazed shutters 25
mm to 40 mm thick.

9.126.1 Marine plywood conforming to IS: 710

9.126.2 Fire retardant plywood conforming to IS: 5509.

9.127 Providing & Fixing decorative high pressure laminated sheet of plain / wood
grain in gloss / matt / suede finish with high density protective surface layer
and reverse side of adhesive bonding quality conforming to IS : 2046 Type S,
including cost of adhesive of approved quality.

9.127.1 1.5 mm thick.

9.127.2 1.0 mm thick.

9.128 Providing and fixing factory made Fiberglass Reinforced Plastic (F.R.P.) Chhajja
4mm thick of required colour size and design made of Resin Transfer
moulding (RTM)Machine technology, resulting in void free compact laminate
in single piece, having smooth gradual slope curvature for easy drainage of
water and duly reinforced by 2 nos vertically and 1 no horizontally mm thick
MS flat with 12mm inbuilt hole for grouting on the existing wallalongwith
50mm flangesduly inserted and sealed in the wall completein one single piece
casted monolithically, including all necessary fittings. The FRP chhajja should
be manufactured using unsaturated polyester resin as per IS: 6746, duly
reinforced with fiber glass chopped strand mash (CSM) as per IS:11551
complete with protective Gel coat U/V coating on top for complete resistance
from the extreme of tempetrature, weather & sunlight (only plan area of
chhajjas shall be measured for making payment)

9.129 Providing and fixing cup board shutters 25mm thick, with Pre-laminated flat
pressed three layer particle board or graded wood particle board IS: 12823
marked exterior grade (Grade l Type ll) having one side decorative lamination
and other side balancing lamination including IInd class teak wood lipping of
25mm wide x12 mm thick with necessary screws and bright finished stainless
steel piano hinges complete as per direction of the Engineer-in-Charge

9.130 Providing and fixing cup board shutters with 25mm thick veneered particle
board IS : 3097 marked exterior grade (Grade I) of approved make including
IInd class teak wood lipping of 25mm wide x 12 mm thick with necessary
screws and bright finished stainless steel piano hinges complete as per
direction of Engineer-in-Charge.

9.130.1 With decorative veneering on one side and commercial veneering on other
side.

9.130.2 With non decorative veneering on both sides.

9.131 Providing and fixing factory made shutters of Pre-laminated particle board flat
pressed three layer or graded wood particle board with one side decorative
finish and other side balancing lamination conforming to IS: 12823 Grade l
Type ll, of approved design, and edges sealed with water resistant paint and
lipped with aluminium 'U' type edge beading all-round the shutter, including
fixing with angle cleat, grip strip, cadmium plated steel screws including fixing
of aluminium hinges 100x63x4 mm etc. complete as per architectural drawing
and direction of Engineer-in-Charge (Cost of 'U' beading and hinges will be
paid for separately).
9.131.1 25 mm thick.

9.132 Providing and fixing aluminum U beading of required size to Pre-laminated

/flush door shutter including fixing etc. complete as per direction of Engineer-
in-charge.

9.133 Providing and fixing, in position concealed G.l. section for wall paneling using
board of required thickness fixed on the 'W profile (0.55 mm thick) having a
knurled web of 51.55 and two flanges of 26mm each with lips of 10.55mm
placed @610mm c/c mm with thickness of 0.55 mm and web in perimeter
channel having one flange of 20mm and another flange of 30mm with
thickness of 0.55 mm and web of length 27 mm. Perimeter channel is fixed on
the floor and the ceiling with the nylon sleeves @610 mm C/C with fully
threaded self-tapping dry wall screws. Board is fixed to the W profile with 25
mm countersunk ribbed head screws @ 200 mm C/C., all complete as per the
drawing & directions of engineer-in-charge, the joints of the boards are
finished with specially formulated jointing compound and 48mm wide jointing
tape to provide seamless finish.

9.133.1 Tapered edge calcium silicate board made with calcareous & siliceous
materials reinforced with cellulose fiber manufactured through autoclaving
process to give stable crystalline structure with compressive strength 225
kg/sq.cm, Bending strength 100kg/sq.cm.

9.133.1.1 10mm thick.

9.133.2 Multipurpose cement board reinforced with suitable fibre cement screw

9.133.2.1 8 mm thick cement fibre board, Type- B, Category- III as per IS 14862:2000

9.133.2.2 8 mm thick cement bonded wood particle board as per IS:14276.

9.133.3 Plain Gypsum plaster board conforming to IS: 2095( Part - I) : 2011 (Board
with BIS certification marks)
9.133.3.1 12.5 mm thick.
9.134 Providing and fixing wire gauge shutters using stainless steel grade 304 wire
gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both
directions for doors, windows and clerestory windows with necessary screws:

9.134.1 35 mm thick shutters

9.134.1.1.1 with ISI marked M.S. pressed butt hinges bright finished of required size -
Second class teak wood
9.134.1.1.2 with ISI marked M.S. pressed butt hinges bright finished of required size-Kiln
seasoned and chemically treated hollock wood.

9.134.1.1.3 with ISI marked M.S. pressed butt hinges bright finished of required size - Kiln
seasoned selected class of sheesham wood.

9.134.1.2.1 With ISI marked stainless steel butt hinges of required size. - Second class
teak wood.
9.134.1.2.2 With ISI marked stainless steel butt hinges of required size. - Kiln seasoned
and chemically treated hollock wood.
9.134.1.2.3 With ISI marked stainless steel butt hinges of required size. - Kiln seasoned
selected class of sheesham wood.

9.134.2 30 mm thick shutters.

9.134.2.1.1 with ISI marked M.S. pressed butt hinges bright finished of required size -
Second class teak wood.
9.134.2.1.2 with ISI marked M.S. pressed butt hinges bright finished of required size. - Kiln
seasoned and chemically treated hollock wood.

9.134.2.1.3 with ISI marked M.S. pressed butt hinges bright finished of required size. - Kiln
seasoned selected class of sheesham wood.

9.134.2.2.1 With ISI marked stainless steel butt hinges of required size. - Second class
teak wood
9.134.2.2.2 With ISI marked stainless steel butt hinges of required size - Kiln seasoned and
chemically treated hollock wood.
9.134.2.2.3 With ISI marked stainless steel butt hinges of required size - Kiln seasoned
selected class of sheesham wood.
9.135 Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows
and clerestory windows using wire gauge with average width of aperture
1.4mm in both directions with wire of dia. 0.50 mm all complete.
9.135.1 With 2nd class teak wood beading 62X19 mm.

9.135.2 With 12 mm mild steel U beading.

9.136 Providing and fixing fire resistant door frame of section 143 x 57 mm having
built in rebate made out of 16 SWG G.I. sheet (zinc coating not less than
120gm/sqm) duly filled with vermiculite based concrete mix, suitable for
mounting 60 minutes fire rated door shutters. The frame is fitted with
intumuscent fire seal strip of size 10x4 mm (minimum) alround the frame and
fixing with dash fastener of approved size and make, including applying a coat
of approved brand fire resistant primer etc. complete as per direction of
Engineer-in-charge(Dash fastener to be paid for separately).

9.137 Providing and fixing 50 mm thick glazed fire resistant door shutters of 60
minutes fire rating conforming to IS:3614 (Part-II) tested and certified as per
laboratory approved by Engineer-in-charge with suitable mounting on
doorframe, consisting of vertical styles, lock rail, top rail 100mm wide, bottom
rail 200mm wide, made out of 16 SWG G.I. sheet (zinc coating not less than
120 gm/sqm) duly filled FR insulation material and fixing with necessary
stainless steel ball bearing hinges of approved make, including applying a coat
of approved fire resistant primer etc. all complete as per direction of
Engineer-in- charge (pannelling to be paid for separately).

9.138 Providing and fixing glazing in fire resistant door shutters, fixed panels &
partitions etc., with G.I. beading made out 1.6 mm thick G.I. sheet (zinc
coating not less than 120 gm/sqm) of size 20 x 33 mm screwed with M4 x 38
mm SS screws at distance of 75 mm from the edges and 150 mm c/c,
including applying a coat of approved fire resistant primer/ powder coating of
not less than 30 micron on G.I. beading & special ceramic tape of 5 x 20 mm
size etc. complete in all respect as per NBC 2016, IS 16231 (Part 3) :2016 and
as per direction of Engineer-in-charge with glass of required thickness having
60 minutes of fire resistance both integrity & radiation control (EW60) and
minimum 20 min of insulation (EI20). The manufacturer has to give test
report / certification of fire glass and the glass should have the stamp showing
the value of E, EW & EI. The glass shall be tested in approved NABL accredited
lab or any other accreditation body which operates in accordance with ISO/
IEC 17011 and accredits labs as per ISO/ IEC 17025 for testing and calibration
scopes shall be eligible. The maximum glazing size shall not be more than
1100 x 2200 mm (w x h) or 2.42 sqm.

9.139 Providing and fixing panic bar / latch (Double point) fitted with a single body,
Trim Latch & Lock on back side of the Panic Latch of reputed brand and
manufacture to be approved by the Engineer- in- charge, all complete.
9.140 Providing and fixing plain lining with necessary screws/nuts & bolts/nails
including a coat of approved primer on one face and fixed on wooden /steel
frame work, complete as per direction of Engineer-in-charge. (Frame work
shall be paid for separately)
9.140.1 12mm thick commercial ply conforming to IS : 1328 BWR type.
9.141 Providing and fixing PVC Door Frame of size 50x47mm with a wall thickness of
5 mm (± 0.2 mm) made out of single piece extruded PVC profile, with mitred
cut joints and joint with 2nos of PVC bracket of size 190 mm x 100 mm long
arms of cross section size 35 x 15mm & self driven self taping screws, the
vertical door profiles to be reinforced with 40x20mm M.S. rectangular tube of
0.8 mm , including providing EPDM rubber gasket weather seal throughout
the frame, including jointing 5mm PVC frame strip with PVC solvent cement
on the back of the profile. The door frame to be fixed to the wall using
8x100mm long anchor fasteners complete, all as per manufacturer's
specification and direction of Engineer -in- charge.

9.142 35 mm thick factory made Solid panel PVC Door shutter made out of single
piece extruded solid PVC profiles, 5 mm (± 0.2mm) thick, having styles & rails
(except lock rail) of size 95 mm x 35 mm x 5 mm, out of which 75 mm shall be
flat and 20 mm shall be tapered (on both side), having one side thickness of
15 mm integrally extruded on the hinge side of the profile for better screw
holding power, including reinforcing with MS tube of size 40 mm X 20 mm x 1
mm, joints of styles & rails to be mitered cut & joint with the help of PVC
solvent cement, self driven self tapping screws & M.S. rectangular pipes
bracket of size 190 mm X 100 mm of cross section size 35 mm x 17 mm x 1
mm at each corner. Single piece extruded 5mm thick solid PVC lock rail of size
115mm X 35mm out of which 75mm to be flat and 20mm to be tapered at
both ends having 15mm solid core in middle of rail section integrally
extruded, fixing the styles and rails with the help of solvent and self driven
self tapping screws of 125mm X 11mm including providing 5mm single piece
solid PVC extruded sheet inserted in the door as panel, all complete as per
manufacturer's specification and direction of Engineer-in-Charge.

9.142.1 Non decorative finish (matt finish).

9.142.2 Decorative finish (wood grained finish).

9.143 Providing and Fixing factory made uPVC door frame, made of uPVC exturded
sections, of size 65 mm x 55 mm with wall thickness 2.0 mm (± 0.2 mm),
corners of the door frame to be mitred cut and jointed with plastic brackets
and stainless steel screws, reinforcing hinge side vertical of the frames with
PVC profile of Size 28 mm x 30 mm having wall thickness 2 mm (±0.2 mm),
including providing & fixing 3 nos of 125 mm long stainless steel hinges to the
frame, fixing the frame with jamb with required number & size of anchor dash
fastners, all complete as per manufacturer's specification and direction of
Engineer-in-charge
9.144 Providing and fixing 37 mm thick factory made PVC door shutter, styles and
rails made of PVC hollow section of size 100 mm x 37 mm with wall thickness
2 mm (± 0.2 mm), with inbuilt bead on one side, styles and rails mitered cut
and joint at the corners by means of 2 nos of plastic brackets of size 75 mm x
220 mm at each corner and stainless steel screws, reinforcing the hinge side
of style by inserting PVC profile of size 28 mm x 30 mm, with wall thickness 2
mm ( ± 0.2 mm). Lockrail of size 100 mm x 37 mm, wall thickness 2 mm (+ 0.2
mm) will be fixed to the vertical styles. Providing with PVC snapfit beads and
panel of size 100 mm x 20 mm, and inserting 2 nos tie bar of 6 mm dia and
fastening with nuts and washers complete, all as per manufacturer's
specification and direction of Engineer-in-charge.

9.145 Providing and Fixing factory made PVC door frame made of PVC extruded
sections of size 75 mm x 53 mm, having wall thickness 2.0 mm (± 0.2 mm).
Both vertical sides of the frame reinforced with PVC profile of cross section
size 28 mm x 30 mm x 2 mm thickness (± 0.2 mm) and 75 mm x 200 mm long,
including reinforcing both ends of the top frame with PVC profile. PVC Door
Frame and PVC reinforcement profile to be mitred cut, jointed and fusion
welded together, including providing and fixing 3 nos of 125 mm long
stainless steel hinges to frame, fixing the frame with jamb with required nos
& sizes of anchor dash fastener, all complete as per manufacturer's
specification and direction of engineer-in- charge.

9.146 Providing and fixing 37 mm thick factory made PVC Door shutter, styles and
rails made of PVC hollow extruded printed and laminated section having
overall dimension 115 mm x 37 mm with wall thickness 2 mm (± 0.2 mm) with
inbuilt beading on one side, the styles and rails mitred cut and joint at corners
by inserting 2 nos PVC profile reinforcement of size 75 mm x 200 mm long
with cross section size of 28 mm x 30 mm having wall thickness 2 mm (± 0.2
mm). Styles, rails and reinforcements to be fusion welded together. Only
hinge side vertical style to be reinforced with PVC profile reinforcement in full
length. Printed and laminated PVC lock rail of size 110 mm x 37 mm having
wall thickness 2 mm (± 0.2 mm) to be welded horizontally with the vertical
styles after inserting PVC profile reinforcement as in styles and rails, providing
with PVC snap fit beading, panels of 100 x 20 mm printed & laminated and
inserting 2 nos 6 mm dia bright steel rod horizontally with both side threaded
and tightened with check nuts and washers complete, all as per
manufacturer's specification and direction of engineer-in-charge.
9.147A Providing and fixing factory made uPVC glazed/wire mesh windows/doors
comprising of lead free uPVC multi-chambered frame, sash and
mullion/coupler (where ever required) extruded profiles having minimum
wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for
Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and
design duly reinforced with galvanized mild steel section made of required
shape & size as per CPWD Specification, uPVC extruded glazing beads,
interlocks and Inline sash adaptor (where ever required) of appropriate
dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8
mm dia with countersunk head, comprising of matching polyamide PA6 grade
sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic
packers, plastic caps and necessary stainless steel screws etc. Profile of frame,
sash & mullion (if required) shall be mitred cut and fusion
welded/mechanically jointed duly sealed at all corners, including drilling of
holes for fixing hardware and drainage of water etc.

After fixing frame the gap between frame and adjacent finished wall shall be
filled with weather proof silicon sealant over backer rod pf approved size and
quality, all complete as per approved drawing conforming to CPWD
specification & direction of Engineer-in-Charge.

Section of steel reinforcement and cross sections of uPVC profiles to be as per

design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/
toughened/ laminated/ double glass unit with / without high performance
coatings as per design requirements and conforming to IS: 3548 & IS:16231
shall be paid separately.

Note:- Structural design proof checked from a Government Engineering

Institute, to be provided by the manufacturer for:
(i) Sites with basic wind speed > 45 m/sec as per IS 875 - Part 3

(ii) Sites with structure height more than 20m for all wind speeds.
9.147.A1 Two track two panels sliding window with Aluminium channel for roller track,
wool pile, nylon rollers with SS 304 body.

9.147.A1.1 Using R2 series with frame (40mm & above) x (40mm & above) & sash (25mm
& above) x (50mm & above) with zinc alloy (zamak) powder coated touch
locks with hook (Height upto 1.2 meter)

9.147.A1.2 Using R3 series with frame (55mm & above) x (40mm & above) & sash (30mm
& above) x (55mm & above) with zinc alloy (zamak) powder coated handle on
every panel along with multi-point locking system (Height upto 1.8m)

9.147.A1.3 Using R4 series with frame (64mm & above) x (45mm & above) & sash (44mm
& above) x (55mm & above) with zinc alloy (zamak) powder coated handle on
every panel along with multi-point locking system (Height above 1.8m).

9.147.A2 Two track four panels sliding windows with Aluminium channel for roller
track, wool pile, zinc alloy (zamak) powder coated handle on three panels
along with multi-point locking system, nylon rollers with SS 304 body.
9.147.A2.1 Using R3 series with frame (55mm & above) x (40mm & above) & sash (30mm
& above) x (55mm & above) (Height upto 1.8m).

9.147.A2.2 Using R4 series with frame (64mm & above) x (45mm & above) & sash (44mm
& above) x (55mm & above) (Height above 1.8m).

9.147.A3 Two and half track three panels sliding window with two glazed & one wire
mesh panels with Aluminium channel for roller track, wool pile, nylon rollers
with SS 304 body.
9.147.A3.1 Using R2 series with frame (65mm & above) x (40mm & above) & glazed sash
(25mm & above) x (50mm & above) & fly screen sash (18mm & above) x
(40mm & above) with zinc alloy (zamak) powder coated touch locks with hook
(Height upto 1.2 meter)

9.147.A3.2 Using R3 series with frame (85mm & above) x (40mm & above) & glazed sash
(30mm & above) x (55mm & above) & fly screen sash (20mm & above) x
(50mm & above) with zinc alloy (zamak) powder coated handle on every
glazed panel along with multi-point locking system. (Height upto 1.8 meter).

9.147.A4 Three track three panels sliding window with two glazed & one wire mesh
panels with Aluminium channel for roller track, wool pile, nylon rollers with SS
304 body.

9.147.A4.1 Using R2 series with frame (70mm & above) x (40mm & above) & both glazed
and fly screen sash (25mm & above) x (50mm & above) with zinc alloy
(zamak) powder coated touch locks with hook. (Height upto 1.2 meter).

9.147.A4.2 Using R3 series with frame (98mm & above) x (40mm & above) & both glazed
and fly screen sash (30mm & above) x (55mm & above) with zinc alloy
(zamak) powder coated handle on every glazed panel along with multi-point
locking system, (Height upto 1.8m).
9.147.A4.3 Using R4 series with frame (115mm & above) x (45mm & above) & both
glazed and fly screen sash (44mm & above) x (55mm & above) with zinc alloy
(zamak) powder coated handle on every glazed panel along with multi-point
locking system. (Height above 1.8m)

9.147.A5 Three track three panels sliding window with Aluminium channel for roller
track, wool pile, nylon rollers with SS 304 body.

9.147.A5.1 Using R2 series with frame (70mm & above) x (40mm & above) & sash (25mm
& above) x (50mm & above) with zinc alloy (zamak) powder coated touch
locks with hook. (Height upto 1.2 meter).

9.147.A5.2 Using R3 series with frame (98mm & above) x (40mm & above) & sash (30mm
& above) x (55mm & above) with zinc alloy (zamak) powder coated handle on
two end panels along with multi-point locking system (Height upto 1.8
meter).

9.147.A5.3 Using R4 series with frame (115mm & above) x (45mm & above) & sash
(44mm & above) x (55mm & above) with zinc alloy (zamak) powder coated
handle on two end panels along with multi-point locking system. (Height
above 1.8 meter).

9.147.B1 Two track two panels sliding door with Aluminium channel for roller track,
wool pile, zinc alloy (zamak) powder coated handle on every panel along with
multi-point locking system, adjustable nylon rollers with SS 304 body.
9.147.B1.1 Using R3 series with frame (55mm & above) x (40mm & above) & sash (30mm
& above) x (74mm & above). (Height upto 2.5 meter).
9.147.B1.2 Using R4 series with frame (64mm & above) x (45mm & above) & sash (44mm
& above) x (85mm & above). (Height above 2.5 meter).
9.147.B2 Two track four panels sliding door with Aluminium channel for roller track,
wool pile, zinc alloy (zamak) powder coated handle on three panels along
with multi-point locking system, adjustable nylon rollers with SS 304 body.
9.147.B2.1 Using R3 series with frame (55mm & above) x (40mm & above) & sash (30mm
& above) x (74mm & above). (Height upto 2.5 meter).

9.147.B2.2 Using R4 series with frame (64mm & above) x (45mm & above) & sash (44mm
& above) x (85mm & above). (Height above 2.5 meter).

9.147.B3 Three track three panels sliding door with two glazed & one wire mesh panels
with Aluminium channel for roller track, wool pile, zinc alloy (zamak) powder
coated handle on two panels along with multi-point locking system,
adjustable nylon rollers with SS 304 body.
9.147.B3.1 Using R3 series with frame (98mm & above) x (40mm & above) & both glazed
and fly screen sash (30mm & above) x (74mm & above). (Height upto 2.5
meter).
9.147.B3.2 Using R4 series with frame (115mm & above) x (45mm & above) & both
glazed and fly screen sash (44mm & above) x (85mm & above). (Height above
2.5 meter).
9.147.B4 Three track three panels sliding door with Aluminium channel for roller track,
wool pile, zinc alloy (zamak) powder coated handle on two panels along with
multi-point locking system, adjustable nylon rollers with SS 304 body.

9.147.B4.1 Using R3 series with frame (98mm & above) x (40mm & above) & sash (30mm
& above) x (74mm & above). (Height upto 2.5 meter).

9.147.B4.2 Using R4 series with frame (115mm & above) x (45mm & above) & sash
(44mm & above) x (85mm & above). (Height above 2.5 meter).
9.147.C1 Fixed window / ventilator without mullion / transom

9.147.C1.1 Using R1 series with frame (33mm & above ) x (35mm & above). (Height upto
0.90 meter)

9.147.C1.2 Using R2 series with frame (39mm & above ) x (39mm & above). (Height upto
1.2 meter)

9.147.C1.3 Using R3 series with frame (55mm & above) x (45mm & above). (Height upto
2.5 meter)
9.147.C1.4 Using R4 series with frame (64mm & above ) x (50mm & above). (Height
above 2.5 meter)
9.147.C2 Fixed window / ventilator with mullion / transom.

9.147.C2.1 Using R1 series with frame (33mm & above ) x (35mm & above) & mullion
(33mm & above) x (50mm & above). (Height upto 0.90 meter)

9.147.C2.2 Using R2 series with frame (39mm & above ) x (39mm & above) & mullion
(39mm & above) x (60mm & above). (Height upto 1.2 meter)

9.147.C2.3 Using R3 series with frame (55mm & above ) x (45mm & above) & mullion
(55mm & above) x (65mm & above). (Height upto 2.5 meter)
9.147.C2.4 Using R4 series with frame (64mm & above ) x (50mm & above) & mullion
(64mm & above) x (70mm & above). (Height above 2.5 meter)
9.147.D1 Ventilator Casement window single panel with or without fixed panel with S
S. 304 friction hinges as per size and weight of sash, single point locking zinc
alloy (zamak) powder coated handles.
9.147.D1.1 Using R1 series with frame (33mm & above ) x (35mm & above) & sash
/mullion (33mm & above) x (50 mm & above). (Height upto 0.90 meter).
9.147.D1.2 Using R2 series with frame (39mm & above ) x (39mm & above) & sash
/mullion (39mm & above) x (60mm & above). (Height upto 1.2 meter)
9.147.D1.3 Using R3 series with frame (55mm & above ) x (45mm & above) & sash
/mullion (55mm & above) x (65mm & above). (Height above 1.2 meter)

9.147.E1 Casement window single panel with S.S. 304 friction hinges as per size and
weight of sash, multi-point locking system, zinc alloy (zamak) powder coated
handles.
9.147.E1.1 Using R2 series with frame (39mm & above) x (39mm & above) & sash (39mm
& above) x (60mm & above). (Height upto 1.2 meter)
9.147.E1.2 Using R3 series with frame (55mm & above ) x (45mm & above) & sash
(55mm & above) x (65mm & above). (Height upto 1.8 meter)

9.147.E1.3 Using R4 series with frame (64mm & above ) x (50mm & above) & sash
(64mm & above) x (70mm & above). (Height above 1.8 meter)
9.147.E2 Casement window double panels with fixed mullion with S.S. 304 friction
hinges as per size and weight of sash, multi-point locking system, zinc alloy
(zamak) powder coated handles.
9.147.E2.1 Using R2 series with frame (39mm & above ) x (39mm & above) & sash
(39mm & above) x (60mm & above) & mullion (39mm & above) x (60mm &
above). (Height upto 1.2 meter).
9.147.E2.2 Using R3 series with frame (55mm & above ) x (45mm & above) & sash
(55mm & above) x (65mm & above) & mullion (55mm & above) x (65mm &
above). (Height upto 1.8 meter).
9.147.E2.3 Using R4 series with frame (64mm & above ) x (50mm & above) & sash
(64mm & above) x (70mm & above) & mullion (64mm & above) x (70mm &
above). (Height above 1.8 meter).
9.147.E3 Casement window double panels with French (False) Mullion with S.S. 304
friction hinges as per size and weight of sash, multi-point locking system, zinc
alloy (zamak) powder coated handles.
9.147.E3.1 Using R2 series with frame (39mm & above ) x (39mm & above) & sash
(39mm & above) x (60mm & above) & French (False) mullion (39mm & above)
x (60mm & above). (Height upto 1.2 meter)
9.147.E3.2 Using R3 series with frame (55mm & above ) x (45mm & above) & sash
(55mm & above) x (65mm & above) & French (False) mullion (55mm & above)
x (60mm & above), (Height upto 1.8 meter).
9.147.E3.3 Using R4 series with frame (64mm & above ) x (50mm & above) & sash
(64mm & above) x (70mm & above) & French (False) mullion (64mm & above)
x (60mm & above). (Height above 1.8 meter)
9.147.E4 Casement cum fixed panel window having one single casement panel & one
fixed panel with S.S. 304 friction hinges as per size and weight of sash, multi
point locking system, zinc alloy (zamak) powder coated handles.
9.147.E4.1 Using R2 series with frame (39mm & above ) x (39mm & above) & sash
(39mm & above) x (60mm & above) & mullion (39mm & above) x (60mm &
above). (Height upto 1.2 meter; each openable shutter upto 0.8m width)
9.147.E4.2 Using R3 series with frame (55mm & above ) x (45mm & above) & sash
(55mm & above) x (65mm & above) & mullion (55mm & above) x (65mm &
above). (Height upto 1.8 meter; each openable shutter upto 0.8m width)
9.147.E4.3 Using R4 series with frame (64mm & above ) x (50mm & above) & sash
(64mm & above) x (70mm & above) & mullion (64mm & above) x (70mm &
above). (Height above 1.8 meter; each openable shutter upto 0.8m width)
9.147.E5 Casement cum fixed panel window having single casement panel at both ends
& middle fixed panel with S.S 304 friction hinges as per size and weight of
sash, multi-point locking system, zinc alloy (zamak) powder coated handles.

9.147.E5.1 Using R2 series with frame (39mm & above) x (39mm & above) & sash (39mm
& above) x (60mm & above) & mullion (39mm & above) x (60mm & above).
(Height upto 1.2 meter; each openable shutter upto 0.8m width)
9.147.E5.2 Using R3 series with frame (55mm & above) x (45mm & above) & sash (55mm
& above) x (65mm & above) & mullion (55mm & above) x (65mm & above).
(Height upto 1.8 meter; each openable shutter upto 0.8m width)
9.147.E5.3 Using R4 series with frame (64mm & above ) x (50mm & above) & sash
(64mm & above) x (70mm & above) & mullion (64mm & above) x (70mm &
above). (Height above 1.8 meter; each openable shutter upto 0.8m width)
9.147.E6 Casement Window with Double Rebate Frame with one Side Hung Glazed
Panel and one Side Hung wire mesh Panel with S.S. 304 friction hinges as per
size and weight of sash, multi-point locking system, zinc alloy (zamak) powder
coated handles on both glazed and fly screen panel

9.147.E6.1 Using R3 series with frame (110mm & above ) x (45mm & above) & glazed
sash (55mm & above) x (65mm & above) & fly screen sash (30mm & above) x
(55mm & above) & metal grill (if required to be paid separately). (Height upto
1.8 meter)

9.147.E7 Casement Window with Double Rebate Frame with two Side Hung Glazed
Panel and two Side Hung wire mesh Panel and Fixed Mullion with S.S. 304
friction hinges as per size and weight of sash, multi-point locking system, zinc
alloy (zamak) powder coated handles on both glazed and fly screen panel.

9.147.E7.1 Using R3 series with frame (110mm & above ) x (45mm & above) & glazed
sash (55mm & above) x (65mm & above) & fly screen sash (30mm & above) x
(55mm & above) & mullion (55mm & above) x (65mm & above) & metal grill
(if required to be paid separately). (Height upto 1.8 meter)

9.147.E8 Casement Window with Double Rebate Frame with two Side Hung Glazed
Panel on outside and two Side Hung wire mesh Panel on inside and French
(False) Mullion with S.S. 304 friction hinges as per size and weight of sash,
multi-point locking system, zinc alloy (zamak) powder coated handles with
shoot bolt on both glazed and fly screen panel.

9.147.E8.1 Using R3 series with frame (110mm & above ) x (45mm & above) & glazed
sash (55mm & above) x (65mm & above) & fly screen sash (30mm & above) x
(55mm & above) & French (False) mullion (55mm & above) x (60mm & above)
& metal grill (if required to be paid separately). (Height upto 1.8 meter)

9.147.F1 Casement door single panel with zinc alloy (zamak) 3D hinges, multi-point
locking system with cylinder, zinc alloy (zamak) powder coated handles on
both sides.
9.147.F1.1 Using R3 series with frame (55 mm & above) x (50mm & above) & sash (55
mm & above) x (85mm & above) (Height upto 2.5 meter).
9.147.F1.2 Using R4 series with frame (64 mm & above) x (55mm & above) & sash (64
mm & above) x (100mm & above). (Height above 2.5 meter).
9.147.F2 Casement door double panel with French (False) Mullion with zinc alloy
(zamak) 3D hinges, multi-point locking system with cylinder, zinc alloy (zamak)
powder coated handles on both sides.
9.147.F2.1 Using R3 series with frame (55 mm & above) x (50mm & above) & sash (55
mm & above) x (85mm & above) & French (False) mullion (55 mm & above) x
(60mm & above). (Height upto 2.5 meter).
9.147.F2.2 Using R4 series with frame (64 mm & above) x (55mm & above) & sash (64
mm & above) x (100mm & above) & French (False) mullion (64 mm & above)
x (60mm & above). (Height above 2.5 meter).
9.147.F3 Casement Door with Double Rebate Frame with one Side Hung Glazed Panel
and one Side Hung wire mesh Panel with zinc alloy (zamak) 3D hinges, multi-
point locking system with cylinder, zinc alloy (zamak) powder coated handles
on both sides of glazed panel and zinc alloy (Zamak) powder coated handle
along with multi-point locking system on one side of fly screen panel.

9.147.F3.1 Using R3 series with frame (110mm & above) x (45mm & above) & glazed
sash (55mm & above) x (85mm & above) & fly screen sash (55mm & above) x
(65mm & above). (Height upto 2.5 meter).
9.148 Providing and fixing stainless steel (SS-304 grade) friction hinges to the
side/top hung uPVC windows, of approved quality, with necessary stainless
steel screws etc. as per direction of Engineer-in-charge.
9.148.1 200 x 19 x 1.9 mm

9.148.2 250 x 19 x 1.9 mm

9.148.3 300 x 19 x 1.9 mm

9.148.4 350 x 19 x 1.9 mm

9.148.5 400 x 19 x 1.9 mm

9.149 Providing and fixing casement handle made of zinc alloyed (white powder
coated) for uPVC casement window with necessary screws etc. complete.

9.150 Providing and fixing zinc alloyed (white powder coated) touch lock for uPVC
sliding window with necessary screws etc. complete.
9.151 Providing and fixing steel roller for uPVC sliding window with necessary
screws etc. complete.

9.152 Providing and fixing steel roller for uPVC sliding door with necessary screws
etc. complete.

9.153 Providing and fixing steel (white power coated) crescent lock for uPVC sliding
window/ door with necessary screws etc. complete.

9.154 Providing and fixing frame work for partitions/ wall lining etc. made of
50x50x1.6 mm hollow MS tube, placed along the walls, ceiling and floor in a
grid pattern with spacing @ 60 cm centre to centre both ways (vertically &
horizontally) or at required spacing near opening, with necessary welding at
junctions and fixing the frame to wall/ ceiling/ floors with steel dash fasteners
of 8 mm dia, 75 mm long bolt, including making provision for opening for
doors, windows, electrical conduits, switch boards etc., including providing
with two coats of approved steel primer etc. complete, all as per direction of
Engineer-in-charge.

9.155 Providing and fixing panelling or panelling and glazing in panelled or panelled
and glazed shutters for doors, windows and clerestory windows ( area of
opening for panel inserts excluding portion inside grooves or rebated to be
measured). Panelling for panelled and glazed shutters 25mm to 40mm thick:
Pre-laminated with decorative lamination on both side exterior Grade - I MDF
Board 12 mm thick confirming to IS:14587

9.156 Providing and fixing Pre -laminated medium density fibre board exterior grade
(Grade-I) IS:14587:1998 marked, to frame, backing or studding with screws
etc. complete ( Frames, backing or studding to be paid separately).
9.156.1 Pre-laminated with decorative lamination on both side exterior Grade - I MDF
Board 12 mm thick confirming to IS:14587
9.156.2 Pre-laminated with decorative lamination on both side exterior Grade - I MDF
Board 18 mm thick confirming to IS:14587

9.157 Providing and fixing Pre-laminated medium density fibre board IS:
14587:1998 marked, with one side decorative lamination other side balancing
lamination Grade-I(exterior grade) in shelves with screws and fittings
wherever required, edges to be sealed with PVC edge bending tape 2.00 mm
thick of approved brand (fittings to be paid separately).

9.157.1 Pre-laminated with decorative lamination one side and other side balancing
lamination exterior Grade - I MDF Board 18 mm thick confirming to IS:14587

9.157.2 Pre-laminated with decorative lamination one side and other side balancing
lamination exterior Grade - I MDF Board 25 mm thick confirming to IS:14587
9.158 Providing and fixing in wall lining medium density fibre board IS: 14587:1998
marked, Pre-laminated one side decorative lamination and other side
balancing lamination, with necessary fixing arrangement and screws etc.
complete.

9.158.1 12 mm thick.

9.158.2 18 mm thick.

9.158.3 25 mm thick.

9.159 Providing and fixing 25mm thick pre-laminated medium density fibre board
exterior grade ( Grade-I) IS:14587:1998 marked with one side decorative and
other side balancing lamination for cupboard shutters edges to be sealed with
PVC edge bending tape 2.00 mm thick of approved brand including ISI marked
nickel plated bright finishing M.S. piano hinges conforming to IS:3818 marked
with necessary screw etc all complete.

9.160 Providing and fixing skirting with Pre-laminated medium density fibre board
exterior grade (Grade-I) conforming to IS: 14587:1998 marked, with (one side
decorative and other side balancing lamination and edges to be sealed with
PVC edge bending tape 2.00 mm thick of approved brand with necessary
fixing arrangements and screws, including drilling necessary holes for rawl
plugs etc. all complete.

9.160.1 18 mm thick.

9.160.2 25 mm thick.
9.161 Providing and fixing fire resistant door frame of section 50 x 60 mm on
horizontal side & 35 x 60 mm on vertical sides having built in rebate made out
of 1.6 mm thick GI sheet (Zinc coating not less than 120 gm/sqm) suitable for
mounting 120 minutes Fire Rated Glazed Door Shutters. The frame shall be
filled with mineral wood Insulation having density minimum 96Kg/sqm. The
frame will have a provision of G.I. anchor fastners 14 nos (5 each on vertical
style & 4 on horizontal style of size M10 x 80) suitable for fixing in the opening
along with factory made template for SS ball bearing hinges of size 100x89x3
mm for fixing of fire rated glazed shutter. The fram shall be finished with an
approved fire resistant primer or powder coating of not less than 30 micron in
desired shade as per the directions of Engineer -in- Charge. (Cost of SS ball
bearing hinges is excluded).

9.162 Providing and fixing 60 mm thick glazed fire resistant door shutters of 120 min
Fire rating confirming to IS:3614 (Part II) or EN1634-1:1999, tested and
certified as per laboratory approved by Engineer-in-charge, with suitable
mounting on door frame, consisting of vertical styles, top rail & side rail 60
mm x 60 mm wide and bottom rail of 110 mm x 60 mm made out of 1.6mm
thick G.I. sheet (zinc coating not less than 120gm/sqm) duly filled mineral
wool insulation having density min 96 kg/ cum and fixing with necessary
stainless steel ball bearing hinges of size 100x89x3mm of approved make,
including applying a coat of approved fire resistant primer or powder coating
not less than 30 micron etc all complete as per direction of Engineer-in-
charge (panelling to be paid for seperately).

9.163 Providing and fixing non load bearing fixed frame for fire resistant glazed
Partition for 120 minutes Fire Rating, made out to a profile of dimension
60mm x 70 mm of 1.6 mm thick galvanised steel sheet as per test evidence
suitable for fixing fire rated glass for 120 minutes of both integrity & radiation
control (EW120) & minimum 20 minutes of insulation (EI20).The profile has to
be fixed to the supporting construction by means of anchor fasteners of size
M10 x 80, every 150 mm from the edges and every 500 mm (approx) c/c.
Linear measurement of frame shall be measured for payment. The frame shall
be filled with mineral wool insulation of density min 96kg/ cum and finished
with a approved fire resistant primer or powder coating of not less than 30
micron in desired shade as per NBC 2016, IS 16231 (Part 3):2016 and
directions of Engineer - in- charge.

9.165 Providing and fixing bright /matt finished Stainless Steel handles of approved
quality & make with necessary screws etc all complete.

9.165.1 125mm

9.165.2 100mm
9.165.3 75mm

9.166 Providing and fixing 18 mm thick both side Pre-laminated cement bonded
wood particle board as per IS : 15786:2008 of approved brand and shade with
suitable full threaded steel screws etc. in partitions, boxes, shelves, racks and
cupboard, kitchen cabinet under kitchen counter etc. all complete as per
direction of Engineer-in-charge (Note: Fittings to be paid separately).

9.166.1 18 mm thick.

9.167 Providing and fixing 6 mm thick both sides Pre-laminated cement bonded
wood particle board as per IS : 15786:2008 of approved brand and shade with
suitable full threaded steel screws etc. on the backing of racks, drawer,
cupboard, kitchen cabinet under kitchen counter etc. all complete as per
direction of Engineer-in-charge.

9.168 Providing and fixing cuboard shutter with 19 mm thick one side decorative
and other side balancing lamination factory pressed BWP grade marine ply as
per IS 710 of approved brand including 2 mm thick PVC edege banding tape
with hot glue by edege bending machine etc. with auto closing spring loaded
hinges (hydraulic type) etc. complete as per direction of Engineer-in-charge.
(Payment of providing and fixing auto closing hinges shall be paid separately)

9.169 Providing and fixing 19 mm thick both side balancing lamination factory
pressed BWP grade marine ply as per IS 710 of approved brand boxes,
shelves, racks, almirah, cupboard and drawer etc. including necessary nails,
screws etc. complete as per direction of Engineer-in-charge.

9.170 Providing and fixing stainless steel fancy handle of approved make fixed with
SS screws etc. complete as per direction of Engineer-in-charge.

9.170.1 200 mm
9.171 Providing and fixing stainless steel soft closing spring hinges at 0 degree
hinges (hydrarlic type) of approved make/brand to cupboard shutters with
full threaded steel screws including making necessary recess in board and
finished etc. complete as per direction of Engineer-in-charge.

9.172 Providing and fixing stainless steel soft closing heavy type telescopic drawer
channels of approved make 500 mm long with screws etc. complete as per
directions of Engineer- in-charge.

9.173 Providing and fixing ready made 304 grade stainless steel Modular kitchen
basket and accessories such as right angle basket (Plain Cup & Saucer, plant,
Partition, Bottle rack, Thali, Cutlery) kitchen utensil basket, Dinner set basket,
kitchen grain basket, Multipurpose basket as per site requirement including
finishing (wherever required) and fittings. The same shall be fixed with
necessary stainless steel nuts & bolst, Stainless Steel screws & telescopic
channel etc. as per direction of Engineer-in-charge. (For payment purpose
only weight of Stainless steel basket shall be considered excluding weight of
all fixing accessories such as nuts, bolts, fasteners telescopic basket channels
etc. Payment of providing and fixing telescopic channel shall be paid
separately)

9.174 Providing and fixing 2 mm thick 16 to 19 mm wide PVC edge binding tape of
approved quality for cuboard/wardrobe shutters including necessary
synthetic resin hot pressed to edges on binding machine etc. complete as per
direction of Engineer-in-charge.

Sub-Head : Steel Work

10.1 Structural steel work in single section, fixed with or without connecting
plate,including cutting, hoisting, fixing in position and applying a priming coat
of approved steel primer all complete

10.2 Structural steel work riveted, bolted or welded in built up sections, trusses
and framed work, including cutting, hoisting, fixing in position and applying a
priming coat of approved steel primer all complete.
10.3 Providing and fixing in position collapsible steel shutters with vertical
channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with
top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys,
complete with bolts, nuts, locking arrangement, stoppers, handles, including
applying a priming coat of approved steel primer.

10.4 Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and
diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the
junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide
at the top and bottom respectively, including applying a priming coat of
approved steel primer.

10.5 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm
angle iron and 3 mm M.S. gusset plates at the junctions and corners, all
necessary fittings complete, including applying a priming coat of approved
steel primer.

10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces

10.5.2 Using flats 30x6mm for diagonal braces and central cross piece

10.6 Supplying and fixing rolling shutters of approved make, made of required size
M.S. laths, interlocked together through their entire length and jointed
together at the end by end locks, mounted on specially designed pipe shaft
with brackets, side guides and arrangements for inside and outside locking
with push and pull operation complete, including the cost of providing and
fixing necessary 27.5 cm long wire springs manufactured from high tensile
steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top
cover of required thickness for rolling shutters.

10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover.

10.6.2 80x1.20 mm M.S. laths with 1.20 mm thick top cover.

10.6.3 80x0.90 mm M.S. laths with 0.90 mm thick top cover.

10.7 Providing and fixing ball bearing for rolling shutters.

10.8 Extra for providing mechanical device chain and crank operation for operating
rolling shutters.

10.8.1 Exceeding 10.00 sqm and upto 16.80 sqm in the area.
10.8.2 Exceeding 16.80 sqm in area.
10.9 Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S.
bar instead of laths as per design approved by Engineer-in- charge, (area of
grill to be measured).
10.10 Fixing standard steel glazed doors, windows and ventilators in walls, including
fixing of float glass panes with glazing clips and special metalsash putty of
approved make, or metal beading with screws, (only steel windows, glass
panes cut to size and glazing clips or metal beading with screws, shall be
supplied by department free of cost.

10.10.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block
15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone
aggregate 20 mm nominal size).
10.10.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to
be paid for separately).
10.11 Providing and fixing factory made ISI marked steel glazed doors, windows and
ventilators, side /top /centre hung, with beading and all members such as
F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections,
joints mitred and flash butt welded and sash bars tenoned and riveted,
including providing and fixing of hinges, pivots, priming coat of approved steel
primer, but excluding the cost of other fittings, glass panes complete all as per
approved design, (sectional weight of only steel members shall be measured
for payment).

10.11.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block
15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone
aggregate 20 mm nominal size)
10.11.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to
be paid for separately)
10.12 Extra for providing and fixing steel beading of size 10 x 10 x 1.6 mm (box
type), approved shape and section with screws instead of glazing clips and
metal sash putty, in steel doors, windows, ventilators and composite units.
10.13 Providing and fixing T-iron frames for doors, windows and ventilators of mild
steel Tee-sections, joints mitred and welded, including fixing of necessary butt
hinges and screws and applying a priming coat of approved steel primer.

10.13.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block
15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone
aggregate 20 mm nominal size).

10.13.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to
be paid for separately)

10.14 Providing and fixing pressed steel door frames conforming to IS: 4351,
manufactured from commercial mild steel sheet of 1.60 mm thickness,
including hinges, jamb, lock jamb, bead and if required angle threshold of
mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild
steel welded or rigidly fixed together by mechanical means, including M.S.
pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and
shock absorbers as specified and applying a coat of approved steel primer
after pre-treatment of the surface as directed by Engineer-in-charge:

10.14.1 Profile B

10.14.1.1 Fixing with adjustable lugs with split end tail to each jamb.

10.14.1.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to
be paid for separately).
10.14.2 Profile C

10.14.2.1 Fixing with adjustable lugs with split end tail to each jamb.

10.14.2.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to
be paid for separately).
10.14.3 Profile E
10.14.3.1 Fixing with adjustable lugs with split end tail to each jamb.
10.14.3.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to
be paid for separately).
10.15 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and
cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S.
Sheet, joints mitred, welded and grinded finish, with profiles of required size,
including fixing of necessary butt hinges and screws and applying a priming
coat of approved steel primer.

10.15.1 Fixing with 15x3 mm lugs 10 cm. long embedded in cement concrete block
15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone
aggregate 20 mm nominal size).
10.15.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to
be paid for separately).
10.16 Steel work in built up tubular (round, square or rectangular hollow tubes etc.)
trusses etc., including cutting, hoisting, fixing in position and applying a
priming coat of approved steel primer, including welding and bolted with
special shaped washers etc. complete.

10.16.1 Hot finished welded type tubes.

10.16.2 Hot finished seamless type tubes.

10.16.3 Electric resistance or induction butt welded tubes.

10.17 Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to
shape with hooked ends in R.C.C. slabs or beams during laying, including
painting the exposed portion of loop, all as per standard design complete.
10.18 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling
fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S.
sheet with its top surface hacked for proper bonding, top lid shall be screwed
into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed
screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar
bent to shape as per standard drawing.

10.19 Providing and fixing mild steel round holding down bolts with nuts and
washer plates complete.
10.20 Providing and fixing bolts including nuts and washers complete.
10.21 Providing and fixing M.S. rivets of sizes in position.
10.22 Welding by gas or electric plant including transportation of plant at site etc.
complete.
10.25 Steel work welded in built up sections/ framed work, including cutting,
hoisting, fixing in position and applying a priming coat of approved steel
primer using structural steel etc. as required.
10.25.1 In stringers, treads, landings etc. of stair cases, including use of chequered
plate wherever required, all complete.
10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar
works.
10.26 Providing and fixing hand rail of approved size by welding etc. to steel ladder
railing, balcony railing, staircase railing and similar works, including applying
priming coat of approved steel primer.
10.26.1 M.S. tube.
10.26.2 E.R.W. tubes.
10.26.3 G.I. pipes
10.27 Providing and fixing carbon steel galvanised (minimum coating 5 micron) dash
fastener of 10 mm dia double threaded 6.8 grade (yield strength 480
N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade
sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per
direction of Engineer-in-charge.

10.27.1 10 x 60 mm
10.27.2 10 x 80 mm
10.27.3 10 x 120 mm
10.27.4 10 x 140 mm
10.27.5 10 x 160 mm
10.28 Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes,
channels, plates etc., including welding, grinding, buffing, polishing and
making curvature (wherever required) and fitting the same with necessary
stainless steel nuts and bolts complete, i/c fixing the railing with necessary
accessories & stainless steel dash fasteners , stainless steel bolts etc., of
required size, on the top of the floor or the side of waist slab with suitable
arrangement as per approval of Engineer-incharge, (for payment purpose
only weight of stainless steel members shall be considered excluding fixing
accessories such as nuts, bolts, fasteners etc.).

10.29 Providing & fixing fly proof wire gauze to windows, clerestory windows &
doors with M.S. Flat 15 x 3 mm and nuts & bolts complete.
10.29.1 Galvanised M.S. Wire gauze with 0.63mm dia wire and 1.4 mm aperture on
both sides.
10.29.2 Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm
aperture on both sides.
10.30 Providing & fixing glass panes with putty and glazing clips in steel doors,
windows, clerestory windows all complete with :
10.30.1 4.0 mm thick glass panes.
10.30.2 5.5 mm thick glass panes.
10.31 Providing and fixing angle iron frames for doors, windows and ventilators of
mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by
angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or
to the wall with dash fastener, including fixing of necessary butt hinges and
screws and applying a priming coat of approved steel primer, all complete as
per the direction of Engineer-In-charge.

Sub-Head : Flooring
11.1 Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm
cement mortar, including filling the joints with same mortar, with common
burnt clay non modular bricks:
11.1.1 1:4 (1 cement : 4 coarse sand)
11.1.2 1:6 (1cement : 6 coarse sand)
11.2 Dry brick on edge flooring in required pattern with bricks of class designation
7.5 on a bed of 12 mm mud mortar, including filling joints with sand, with
common burnt clay non modular bricks.
11.3 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate) finished with a floating coat of neat cement, including cement
slurry, but excluding the cost of nosing of steps etc. complete.
11.3.1 40 mm thick with 20 mm nominal size stone aggregate
11.4 52 mm thick cement concrete flooring with concrete hardener topping, under
layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded
stone aggregate 20 mm nominal size) and top layer 12 mm thick cement
hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone
aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2
litre per 50 kg of cement or as per manufacturer's specifications. This includes
cost of cement slurry, but excluding the cost of nosing of steps etc. complete.

11.5 62 mm thick cement concrete flooring with concrete hardener topping, under
layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded
stone aggregate 20mm nominal size) and top layer 12mm thick cement
hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone
aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2
litre per 50 kg of cement or as per manufacture’s specifications. This includes
cost of cement slurry, but excluding the cost of nosing of steps etc. complete.

11.6 Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1

cement : 3 coarse sand), finished with a floating coat of neat cement.
11.6.1 18 mm thick.
11.7 Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded
stone aggregate 20 mm nominal size), including finishing complete.
11.8 Extra for making chequers of approved pattern on cement concrete floors,
steps, landing, pavements etc.
11.9 40 mm thick marble chips flooring rubbed and polished to granolithic finish,
under layer 34 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4
graded stone aggregate 12.5 mm nominal size) and top layer 6mm thick with
white, black, chocolate, grey, yellow or green marble chips of sizes from 1 mm
to 4 mm nominal size, laid in cement marble powder mix 3:1 (3 cement : 1
marble powder) by weight in proportion of 4:7 (4 cement marble powder
mix : 7 marble chips) by volume, including cement slurry etc. complete :

11.9.1 Dark shade pigment with ordinary cement.

11.9.2 Light shade pigment with white cement.
11.9.3 Medium shade pigment with 50% white cement and 50% ordinary cement.
11.9.4 White cement without any pigment.
11.9.5 Light shade pigment with ordinary cement.
11.9.6 Ordinary cement without any pigment.
11.10 40 mm thick marble chips flooring, rubbed and polished to granolithic finish,
under layer 31 mm thick cement concrete 1:2:4 (1 cement : 2coarse sand : 4
graded stone aggregate 12.5 mm nominal size) and top layer 9 mm thick with
white, black, chocolate, grey, yellow or green marble chips of sizes from 4 mm
to 7 mm nominal size, laid in cement marble powder mix 3:1 (3 cement : 1
marble powder) by weight in proportion of 4:7 (4 cement marble powder : 7
marble chips) by volume, including cement slurry etc. complete.

11.10.1 Dark shade pigment with Ordinary cement.

11.10.2 Light shade pigment with white cement.
11.10.3 Medium shade pigment with 50% white cement and 50% ordinary cement.
11.10.4 White cement without any pigment.

11.10.5 Light shade pigment with ordinary cement.

11.10.6 Ordinary cement without any pigment.

11.11 40 mm thick marble chips flooring, rubbed and polished to granolithic finish,
under layer 28 mm thick cement concrete 1:2:4 (1 cement : 2coarse sand : 4
graded stone aggregate 12.5 mm nominal size) and top layer 12 mm thick
with white, black, chocolate, grey yellow or green marble chips of sizes from 7
mm to 10 mm nominal size, laid in cement marble powder mix 3:1 (3 cement :
1 marble powder) by weight in proportion of 2:3 (2 cement marble powder
mix : 3 marble chips) by volume, including cement slurry etc. complete :

11.11.1 Dark shade pigment with ordinary cement.

11.11.2 Light shade pigment with white cement.
11.11.3 Medium shade pigment with 50% white cement and 50% ordinary cement.

11.11.4 White cement without any pigment.

11.11.5 Light shade pigment with ordinary cement.

11.11.6 Ordinary cement without any pigment.

11.12 Marble chips skirting up to 30 cm height, rubbed and polished to granolithic

finish, top layer 6 mm thick with white, black, chocolate, grey, yellow or green
marble chips of sizes from smallest to 4 mm nominal size, laid in cement
marble powder mix 3:1 (3 cement : 1marble powder) by weight in proportion
of 4:7 (4 cement marble powder mix : 7 marble chips) by volume :

11.12.1 18 mm thick with under layer 12 mm thick in cement plaster 1:3 (1 cement : 3
coarse sand) :
11.12.1.1 Dark shade pigment with ordinary cement.

11.12.1.2 Light shade pigment with white cement.

11.12.1.3 Medium shade pigment with 50% white cement and 50% ordinary cement.
11.12.1.4 White cement without any pigment.
11.12.1.5 Light shade pigment with ordinary cement.
11.12.1.6 Ordinary cement without any pigment.
11.13 Providing and fixing glass strips in joints of terrazzo/ cement concrete floors.

11.13.1 40 mm wide and 4 mm thick.

11.14 Extra for laying terrazzo flooring on staircase treads not exceeding 30 cm in
width including cost of forming, nosing etc.
11.15 Crazy marble stone flooring, including filling the gaps with light shade
pigment with white cement marble powder mixture (3 parts of white
cement : 1 part of marble powder) by weight in proportion of 4:7 (4cement
marble powder mix : 7 white, black or white and black marble chips of sizes
from 1 mm to 4 mm nominal size by volume), with under layer 25 mm thick
cement concrete 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate
12.5 mm nominal size), including rubbing, polishing and cement slurry etc.
complete :
11.15.1 18 mm thick crazy marble stone white, black or as specified.

11.16 Precast terrazzo tiles 22 mm thick with graded marble chips of size upto12
mm, laid in floors, and landings, jointed with neat cement slurry mixed with
pigment to match the shade of the tiles, including rubbing and polishing
complete, on 20 mm thick bed of cement mortar 1:4 (1cement:4 coarse sand)
:

11.16.1 Light shade pigment using white cement.

11.16.2 Medium shade pigment using 50%white cement and 50% ordinary cement.

11.16.3 Dark shade pigment using ordinary cement.

11.16.4 Ordinary cement without any pigment.

11.17 Extra if terrazzo tiles are laid in treads of steps not exceeding 30 cm in width.

11.18 Precast terrazzo tiles 22 mm thick with graded marble chips of sizes upto 12
mm, in skirting and risers of steps not exceeding 30 cm in height, on 12 mm
thick cement plaster 1:3 (1 cement : 3 coarse sand),jointed with neat cement
slurry mixed with pigment to match the shade of the tiles, including rubbing
and polishing complete with tiles of :

11.18.1 Light shade pigment using white cement.

11.18.2 Medium shade pigment using 50% white cement and 50% ordinary cement.

11.18.3 Dark shade pigment using ordinary cement.

11.18.4 Ordinary cement without any pigment.
11.19 Chequered terrazzo tiles 22 mm thick with graded marble chips of size up to 6
mm in floors, jointed with neat cement slurry mixed with pigment to match
the shade of the tiles, including rubbing and polishing complete, on 20 mm
thick bed of cement mortar 1:4 (1 cement :4 coarse sand) :

11.19.1 Light shade pigment using white cement.

11.19.2 Medium shade pigment using 50% white cement, 50% ordinary cement.
11.19.3 Dark shade pigment using ordinary cement.
11.19.4 Ordinary cement without any pigment.
11.20 Chequerred precast cement concrete tiles 22 mm thick in footpath
&courtyard, jointed with neat cement slurry mixed with pigment to match the
shade of tiles, including rubbing and cleaning etc. complete, on 20mm thick
bed of cement mortar 1:4 (1 cement: 4 coarse sand).

11.20.1 Light shade pigment using white cement.

11.20.2 Medium shade pigment using 50% white cement 50% Grey cement.

11.20.3 Dark shade pigment using ordinary cement.

11.20.4 Ordinary cement without any pigment.

11.21 Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved
make and colour using acid and/or alkali resisting mortar bedding, and joints
filled with acid and/or alkali resisting cement as perish : 4457, complete as
per the direction of Engineer-in- Charge.

11.21.1 In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse
sand).
11.21.1.1 Acid and alkali resistant tile.
11.21.2 In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse
sand).
11.21.2.1 Acid and alkali resistant tile.

11.22 Tile work in skirting, risers of steps and dado up to 2 m height over 12 mm
thick bed of cement mortar 1:3 (1 cement :3 coarse sand) and jointed with
grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed
with pigment of matching shade complete.

11.22.1 Marble tiles (polished) Raj Nagar.

11.22.1.1 8 mm thick.
11.23 Marble stone flooring with 18mm thick marble stone as per sample of marble
shall be approved by Engineer-in-charge over 20 mm (average) thick base of
cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey
cement slurry including rubbing and polishing complete with :

11.23.1 Makrana white second quality.

11.23.2 Raj Nagar plain.

11.23.3 Agaria White

11.23.4 Black Zebra.

11.23.5 Udaipur green marble
11.23.6 Pink plain marble.
11.24 Extra for pre finished nosing to treads of steps of marble stone.
11.25 Extra for marble stone flooring in treads of steps and risers using single length
up to 2.00 metre .
11.26 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed
with grey cement slurry mixed with pigment to match the shade of the slab
including rubbing and polishing complete with base of cement mortar 1 : 4 (1
cement : 4 coarse sand) :

11.26.1 25 mm thick.
11.27 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid
on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and
jointed with grey cement slurry mixed with pigment to match the shade of
the slabs, including rubbing and polishing complete.

11.28 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of
cement mortar 1:5 ( 1cement : 5 coarse sand) with joints finished flush.
11.28.1 Red sand stone
11.28.2 White sand stone
11.29 40 mm thick fine dressed stone flooring over 20 mm (average)thick base of
cement mortar 1:5 (1 cement : 5 coarse sand) including pointing with cement
mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match
the shade of stone.

11.29.1 Red sand stone

11.29.2 White sand stone

11.30 40 mm thick rubbed stone flooring over 20 mm (average) thick base of
cement mortar 1:5 (1 cement :5 coarse sand) with joints 3mm thick, side
buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with
pigment to match the shade of stone and pointing with same mortar

11.30.1 Red sand stone

11.30.2 White sand stone

11.31 Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab.

11.32 Extra for Kota stone/ sand stone in treads of steps and risers using single
length above normal size up to 2.00 metre .

11.33 25mm wooden planking, tongued and grooved in flooring including fixing with
iron screws complete with :
11.33.1 Second class teak wood
11.33.2 Second class deodar wood
11.34 38mm thick wood block flooring of first class teak wood laid over 25mm thick
leveling layer of cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded
stone aggregate 10mm nominal size) to be paid separately coated with a thin
layer of hot bitumen penetration 80/25 (blown type)@ 2.45 kg per sqm.
including fixing blocks in position after dipping in hot bitumen (blown type) up
to half depth, planed, levelled smooth and finished complete.

11.35 Providing and fixing M.S. angle 50x50x5 mm to act as nosing with lugs of M.S.
flat 10x5 mm 10cm long forked at end 60cm apart (minimum three lugs to be
provided) including necessary welding and applying a priming coat of
approved primer on exposed surface etc. complete.

11.37 Providing and laying Ceramic glazed floor tiles of size 300x300 mm(thickness
to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of
approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid
on 20 mm thick cement mortar 1:4 (1 Cement :4 Coarse sand), jointing with
grey cement slurry @ 3.3kg/sqm including pointing the joints with white
cement and matching pigment etc.,., complete.

11.37A Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS :
15622 (thickness to be specified by the manufacturer ) of approved make in
all colours, shades except burgundy, bottle green, black of any size as
approved by Engineer-in-Charge in skirting, risers of steps and dados over 12
mm thick bed of cement Mortar 1:3 (1cement: 3 coarse sand) and jointing
with grey cement slurry @ 3.3kgper sqm including pointing the joints with
white cement mixed with pigment of matching shade complete.

11.38 Providing and laying Ceramic glazed floor tiles of size 300x300 mm(thickness
to be specified by the manufacturer), of 1st quality conforming to IS : 15622,
of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red
Brown, laid on 20 mm thick bed of cement mortar1:4 (1 Cement : 4 Coarse
sand), jointing with grey cement slurry @3.3kg/sqm including pointing the
joints with white cement and matching pigments etc., complete.

11.39 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300mm or
more (thickness to be specified by the manufacturer), of 1stquality
conforming to IS : 15622, of approved make, in colours White, Ivory, Grey,
Fume Red Brown, laid on 20 mm thick cement mortar 1:4(1 Cement: 4 Coarse
sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the
joints with white cement and matching pigments etc., complete.

11.40 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm
or more (thickness to be specified by the manufacturer), of 1st quality
conforming to IS : 15622, of approved make, in all colours, shades, except
White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4
(1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/sqm
including pointing the joints with white cement and matching pigments etc.,
complete.
11.41 Providing and laying vitrified floor tiles in different sizes (thickness to be
specified by the manufacturer) with water absorption less than 0.08%and
conforming to IS : 15622 , of approved make, in all colours and shades, laid on
20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) jointing with grey
cement slurry @ 3.3kg/sqm including grouting the joints with white cement
and matching pigments etc., complete.

11.41.1 Size of Tile 500x500 mm

11.41.2 Size of Tile 600x600 mm

11.41.3 Size of Tile 800x800 mm

11.41.4 Size of Tile 1000x1000 mm

11.41A Providing and laying Vitrified tiles in floor in different sizes (thickness to be
specified by the manufacturer) with water absorption less than 0.08% and
conforming to IS:15622, of approved brand & manufacturer, in all colours and
shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand)
jointing with grey cement slurry @3.3 kg/sqm including grouting the joints
with white cement and matching pigments etc. The tiles must be cut with the
zero chipping diamond cutter only . Laying of tiles will be done with the notch
trowel, plier, wedge, clips of required thickness, leveling system and rubber
mallet for placing the tiles gently and easily.

11.41A.1 Double charge vitrified tile polished finish of size

11.41A.1.1 Size of Tile 600 x 600 mm
11.41A.1.2 Size of Tile 800 x 800 mm
11.41A.1.3 Size of Tile 600 x 1200 mm
11.41A.1.4 Size of Tile 800 x 1200 mm
11.41A.1.5 Size of Tile 1000 x 1000 mm

11.41A.2 Glazed vitrified floor tiles polished finish of size

11.41A.2.1 Size of Tile 600 x 600 mm
11.41A.2.2 Size of Tile 600 x 1200 mm
11.41A.2.3 Size of Tile 800 x 800 mm
11.41A.2.4 Size of Tile 800 x 1200 mm
11.41A.2.5 Size of Tile 1200 x 1200 mm
11.41A.3 Glazed Vitrified tiles Matt/Antiskid finish of size

11.41A.3.1 Size of Tile 600 x 600 mm

11.41A.3.2 Size of Tile 600 x 1200 mm
11.41A.3.3 Size of Tile 800 x 800 mm
11.41A.3.4 Size of Tile 800 x 1200 mm
11.41A.3.5 Size of Tile 1200 x 1200 mm
11.42 Deduct for not using 20 mm thick cement mortar 1:4 (1 cement : 4coarse
sand) bedding in laying of floor tiles and jointing with grey cement slurry @
3.3kg/sqm
11.43 Fixing glazed/ Ceramic/ Vitrified floor tiles with cement based high polymer
modified quick-set tile adhesive (Water based) conforming to IS: 15477, in
average 3mm thickness.

11.44 Crazy ceramic tile flooring, with under layer 12 mm thick cement mortar 1:4
(1 cement: 4 coarse sand), with joints not exceeding 5 mm, including filling
the gaps with ordinary cement mixture & mixing with synthetic polyester
fibre, triangular in shape having specific gravity of1.34 to 1.40, cross section
size ranging from 10 to 40 micron & length upto 6 mm , mixing fibre @ 125
grams per 50 kg of cement in cement mortar, including providing and mixing
water proofing material in mortar@ 1 kg per 50 kg of cement , all complete as
per direction of Engineer-in-charge.

11.45 Providing and laying 500x500x40mm thick Turf paver (Turf pave XD) on
150mm thick sub grade of compacted bed of 20mm thick nominal size stone
aggregate and base course and filling with 150mm thick jamuna sand
including spreading, well ramming, consolidating and finishing smooth etc. all
complete as per direction of Engineer-in-charge.

11.46 Providing and laying Vitrified tiles in different sizes (thickness to be specified
by manufacturer) with water absorption less than 0.08 % and conforming to
I.S. 15622, of approved make in all colours & shade in skirting, riser of steps,
over 12 mm thick bed of cement mortar 1:3 (1cement: 3 coarse sand),
jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint
with white cement & matching pigments etc. complete.

11.46.1 Size of Tile 500x500 mm

11.46.2 Size of Tile 600x600 mm
11.46.3 Size of Tile 800x800 mm
11.46.4 Size of Tile 1000x1000 mm
11.46A Providing and fixing glazed screen printed border tile 75mm wide having
thickness 5mm, of approved quality & make, in all shades, design and prints,
in dado, over 12mm thick bed of cement mortar1:3 (1 Cement : 3 Coarse
sand) and jointing with grey cement slurry @ 3.3 kg/sqm including pointing
with white cement mixed with pigment of matching shade, all complete as
approved by Engineer - in - Charge.

11.47 Providing and laying Vitrified tiles in different sizes (thickness to be specified
by the manufacturer), with water absorption less than 0.08%and conforming
to IS: 15622, of approved brand & manufacturer in all colours and shade in
skirting, riser of steps, laid with cement based high polymer modified quick
set tile adhesive (water based) conforming to IS: 15477, in average 6 mm
thickness, including grouting of joints(Payment for grouting of joints to be
made separately).

11.47.1 Size of Tile 500x500 mm

11.47.2 Size of Tile 600x600 mm

11.47.3 Size of Tile 800x800 mm

11.47.4 Size of Tile 1000x1000 mm

11.48 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy
grout mix of 0.70 kg of organic coated filler of desired shade(0.10 kg of
hardener and 0.20 kg of resin per kg), including filling/grouting and finishing
complete as per direction of Engineer-in-charge.

11.48.1 Size of Tile 500x500 mm

11.48.2 Size of Tile 600x600 mm
11.48.3 Size of Tile 800x800 mm
11.48.4 Size of Tile 1000x1000 mm
11.49 Providing and laying Vitrified tiles in floor with different sizes (thickness to be
specified by the manufacturer), with water absorption less than 0.08% and
conforming to IS:15622, of approved brand & manufacturer, in all colours and
shade, laid with cement based high polymer modified quick set tile adhesive
(water based) conforming to IS : 15477, in average 6 mm thickness, including
grouting of joints (Payment for grouting of joints to be made separately).

11.49.1 Size of Tile 500x500 mm

11.49.2 Size of Tile 600x600 mm
11.49.3 Size of Tile 800x800 mm
11.49.4 Size of Tile 1000x1000 mm
11.49A Providing and laying full body vitrified tile in floor of minimum thickness 15
mm with water absorption less than 0.06% and conforming to IS: 15622, of
approved make, brand and manufacturer, laid on 20 mm thick base cement
mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.30
kg / sqm including grouting the joints with white cement and matching
pigments etc. The slab must be cut with the zero chipping diamond cutter
only. Laying of slab will be done with the help of notch trowel, wedge, clips of
required thickness, vacuum cups for lifting, leveling system and rubber mallet
for placing the slab gently and easily.

Size of tile 800x2400mm of all colours and shades

11.50 Deduct for not grouting the joints with white cement and matching pigment
in the items of fixing of vitrified tiles
11.51 Providing and laying machine cut, mirror polished, Italian Marble stone
flooring laid in required pattern in linear portion of the building all complete
as per architectural drawings, with 18 mm thick stone slab laid over 20mm
(average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and
jointed with white cement slurry @ 4.4 kg/sqm, including pointing with white
cement slurry admixed with pigment to match the marble shade including
rubbing, curing and polishing etc. all complete as specified and as directed by
the Engineer-in-Charge.

11.51.1 18 mm thick Italian Marble stone slab, Perlato, Rosso verona, Fire Red or Dark
Emperadore etc
11.52 Providing and laying machine cut, mirror polished Marble stone flooring, in
required design (Simple geometrical, abstract etc.) and in patterns in
combination with Italian marble stones of different colours, shades and
finished surface texture etc., in linear portions of the building, all complete as
per the architectural drawings, with 18 mm thick stone slab laid over 20 mm
(average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and
jointed with white cement slurry @ 4.4 kg/sqm including pointing with white
cement slurry admixed with pigment to match the marble shade including
rubbing, curing and polishing etc. all complete as specified and as directed by
the Engineer-in-Charge.

11.52.1 18 mm thick Italian Marble stone slab, Perlato, Rosso verona, Fire Red or Dark
Emperadore etc.
11.53 Providing and fixing Glass mossaic tiles on finished plain wall surface of size 20
mm x 20 mm x 4 mm in all colour, design , fixing in customized design as per
direction of Engineer in charge. The glass mosaic tiles shall be fixed on the
wall surface with the help of approved adhesive applied at the rate of 2.5 kg
per sqm and grouting of the same. The rate is inclusive of all operations,
material and required pattern approved by Engineer-in-charge.

11.54 Providing and fixing removable raised/false access flooring with system and
its components of approved make for different plenum height with possible
height adjustment upto 50 mm, comprising of modular load bearing floor
panels supported on G.I. rectangular stinger frame work and G.I. Pedestal etc.
all complete, as per the architectural drawings, as specified and as directed by
Engineer-in-charge consisting of:
 (a) Providing at required spacing to form modular framework, pedestals made
out of GI tube of thickness minimum 2 mm and 25 mm outer diameter, fully
welded on to the G.I. Base plate of size 100mm x 100mm x 3mm at the
bottom of the pedestal tube, G.I. pedestal head of size 75mmx75mmx3.5 mm
welded with GI fully threaded stud 16mm outer diameter with two GI Check
nuts screwed on the stud for level adjustment upto 50mm, locking and
stabilizing the pedestal head in position at the required level. The pedestals
shall be fixed to the subfloor (base) through base plate using epoxy based
adhesive of approved make or the machine screw with rawl plug.

(b) Stringers system in all steel construction hot dipped galvanized of

rectangular size 570x20x30x0.80mm thick having holes at both ends for
securing the stringers on to the pedestal head using fully threaded screws
ensuring maximum lateral stability in all directions, the grid formed by the
pedestal and stringer assembly shall receive the floor panel, this system shall
provide adequate solid, rigid support for access floor panel, the system shall
provide a minimum clear uninterrupted clearance between the bottom of the
floor for electrical conduits and wiring etc. all complete as per the
architectural drawings, as specified and as directed by the Engineer-in-charge.

(c) Providing and fixing Access Floor panel of 600x600x32 mm medium grade
Filled Steel anti static high pressure Lamination of 800H grade (FS800H).
Access Floor panel shall be steel welded construction with an enclosed
bottom pan with uniform pattern of 64 hemispherical cones. The top and
bottom plates of Steel Gauges: top 0.6 mm and bottom 0.7 mm fused spot
welded together (minimum 64 welds in each dome and 20 welds along each
flange).

The panel should be Corroresist epoxy coated for lifetime rust protection and
cavity formed by the top and bottom plate is filled with Pyrogrip
noncombustible Portland cementitious core mixed with lightweight foaming
compound. The access floor shall be factory finished with Anti-static High
Pressure laminate with Non Warp technology upto 1mm thickness for
superior adhesion and Surface flatness within 0.75mm.The panel is to
withstand a Concentrated Load of 363 kgs applied on area 25mm x 25mm
without collapse in the centre of the panel which is placed on four steel
blocks. The panel will withstand and Uniformly Distributed Load (UDL)
minimum 1250 kg/sqm and an impact load of 50kg all complete as per the
approved manufacturers specification and as per the direction of Engineer-in-
charge. All specification must be printed on the side of the panel to ensure
the quality of the product.

11.54.1 300 mm Finished Floor Height (FFH)

11.54.2 450 mm Finished Floor Height (FFH).
11.55 Providing and laying flamed finish Granite stone flooring in required design
and patterns, in linear as well as curvilinear portions of the building all
complete as per the architectural drawings with 18 mm thick stone slab over
20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand)
laid and jointed with cement slurry and pointing with white cement slurry
admixed with pigment of matching shade including rubbing, curing and
polishing etc. all complete as specified and as directed by the Engineer-in-
Charge :

11.55.1 Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or
equivalent.
11.56 Providing and laying Polished Granite stone flooring in required design and
patterns, in linear as well as curvilinear portions of the building all complete
as per the architectural drawings with 18 mm thick stone slab over 20 mm
(average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and
jointed with cement slurry and pointing with white cement slurry admixed
with pigment of matching shade including rubbing , curing and polishing etc.
all complete as specified and as directed by the Engineer-in-Charge.

11.56.1 Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or
equivalent

11.56.2 Polished Granite stone slab of all colour and texture except Black,
Cherry/Ruby Red
Sub-Head : Roofing
12.1 Providing corrugated G.S. sheet roofing including vertical / curved surface
fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with
bitumen and G.I. limpet washers or with G.I. limpet washers filled with white
lead, including a coat of approved steel primer and two coats of approved
paint on overlapping of sheets complete (up to any pitch in horizontal/
vertical or curved surfaces), excluding the cost of purlins, rafters and trusses
and including cutting to size and shape wherever required.

12.1.1 1.00 mm thick with zinc coating not less than 275 gm/m*
12.1.2 0.80 mm thick with zinc coating not less than 275 gm/m*
12.1.3 0.63 mm thick with zinc coating not less than 275 gm/ m*
12.2 Extra for straight cutting in C.G.S. sheet roofing for making opening of area
exceeding 40 sq. decimeter for chimney stacks, sky light etc.:
12.2.1 1.00 mm thick
12.2.2 0.80 mm thick

12.2.3 0.63 mm thick

12.3 Extra for circular cutting in C.G.S. sheet roofing for making opening of area
exceeding 40 sq. decimeter:
12.3.1 1.00 mm thick

12.3.2 0.80 mm thick

12.3.3 0.63 mm thick
12.4 Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed
with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and
bitumen washers complete.
12.4.1 0.80 mm thick with zinc coating not less than 275 gm/m*
12.4.2 0.63 mm thick with zinc coating not less than 275 gm/m*
12.5 Providing valleys of 90 cm wide overall in plain G.S. sheet fixed with polymer
coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers
complete :
12.5.1 1.60 mm thick with zinc coating not less than 350 gm/m*
12.6 Providing and fixing of 40 cm overall width plain G.S. sheet fixed with polymer
coated J or L hooks, bolts and nuts, G.I. limpet and bitumen washer complete,
bent to shape and fixed in wall with cement mortar 1:3 (1 cement : 3 coarse
sand).

12.6.1 1.00 mm thick with zinc coating not less than 275 gm/m*
12.7 Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet
gutter with iron brackets 40x3 mm size, bolts, nuts and washers etc., including
making necessary connections with rain water pipes complete.
12.7.1 0.80 mm thick with zinc coating not less than 275 gm/m*

12.7.2 0.63 mm thick with zinc coating not less than 275 gm/m*
12.8 Providing reinforced by organic fibres and/or inorganic synthetic fibres
cement 6 mm thick corrugated sheets (as per IS: 14871) roofing up to any
pitch and fixing with polymer coated J or L hooks, bolts and nuts 8 mm dia.
G.I. plain and bitumen washers or with self drilling fastener and EPDM
washers etc. complete (excluding the cost of purlins, rafters and trusses),
including cutting sheets to size and shape wherever required.

12.9 Extra for straight cutting in reinforced by organic fibres and/or inorganic
synthetic fibres cement corrugated, semi corrugated 6 mm thick sheet roofing
for making openings of area exceeding 40 square decimeter forchimney
stacks, skylights etc.

12.10 Extra for circular cutting in reinforced by organic fibres and/or inorganic
synthetic fibres cement corrugated/ semi corrugated 6 mm thick sheet
roofing for making openings of area exceeding 40 square decimeter.
12.11 Extra for providing and fixing wind ties of 40x 6 mm flat iron section.
12.12 Providing and fixing ridges and hips in fibre cement reinforced by organic
fibres and/or inorganic synthetic fibres roofing with suitable fixing accessories
or self drilling fastener and EPDM washer etc. complete.

12.12.1 Corrugated serrated adjustable ridges

12.12.2 Plain wing adjustable ridges

12.12.3 Close fitting adjustable ridges

12.12.4 Unserrated adjustable hips

12.13 Providing and fixing fibre cement reinforced by organic fibres and/or
inorganic synthetic fibres roofing accessories in all colours with polymer
coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I.plain
and bitumen washers or with self drilling fastener and EPDM washer etc.
complete:

12.13.1 Corrugated apron pieces

12.13.2 Eave's filler pieces
12.13.3 North light curves
12.13.4 Ventilator curves

12.13.5 Barge boards

12.13.6 Ridge finials
12.13.7 Special north light curves
12.13.8 S type louvers
12.14 Providing flat iron brackets 50x3 mm size with necessary bolts, nuts and
washers etc. for fixing G.S. sheets gutters with purlins.
12.15 Painting top of roofs with bitumen of approved quality @ 17kg per 10 sqm
impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including
cleaning the slab surface with brushes and finally with a piece of cloth lightly
soaked in kerosene oil complete :

12.15.1 With residual type petroleum bitumen of grade VG -10

12.16 10 cm thick (average) mud phaska of damped brick earth on roofs laid to
slope consolidated and plastered with 25 mm thick mud mortar mixed with
bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow
dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1
cement : 3 fine sand) mixed with 2% of integral water proofing compound by
weight of cement and finished neat:

12.16.1 With common burnt clay F.P.S.(non modular) brick tile of class designation 10

12.17 10 cm thick (average) mud phaska of damped brick earth on roofs laid to
slope consolidated and plastered with 25 mm thick mud mortar with bhusha
@ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow-dung)
and covered with machine moulded tile bricks, grouted with cement mortar
1:3 (1 cement : 3 fine sand) mixed with 2% of integralwater proofing
compound by weight of cement and finished neat.

12.17.1 With machine moulded common burnt clay F.P.S. (non modular) brick tiles of
class designation 12.5, conforming to IS 2690
12.18 Extra for every additional 1 cm thickness of mud phaska.
12.19 Providing and laying brick tiles over mumty roofs, grouted with cement
mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing
compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1
cement : 3 fine sand) and finished neat:

12.19.1 With common burnt clay F.P.S. (non modular) brick tiles of class designation
10
12.20 Providing and laying pressed clay tiles (as per approved pattern 20 mm
nominal thickness of approved size) on roofs jointed with cement mortar 1:4
(1 cement : 4 coarse sand) mixed with 2% integral water proofing compound,
laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand)
and finished neat complete.

12.21 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand :
4 stone aggregate 10 mm and down gauge), including finishing with cement
mortar 1:3 (1 cement : 3 fine sand) as per standard design :
12.21.1 In 75x75 mm deep chase
12.22 Making khurras 45x45 cm with average minimum thickness of5 cm cement
concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm
nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm
cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,
rounding the edges and making and finishing the outlet complete.

12.23 Providing sand stone slab for roofing and laying them in cement mortar 1 : 4
(1 cement : 4 coarse sand) over wooden karries or R.C.C. battens or structural
steel sections (Karries or battens or structural steel sections to be paid
separately), including pointing the ceiling joints with cement mortar 1:3 (1
cement : 3 fine sand ) complete :
12.23.1 Red sand stone slab

12.23.1.1 40 to 50 mm thick

12.23.2 White sand stone slab :

12.23.2.1 40 to 50 mm thick

12.24 Providing and fixing insulating board ceiling of approved quality with
necessary nails etc. complete (frame work to be paid separately) :
12.24.1 Natural colour insulating board
12.24.1.1 12 mm thick
12.24.2 White face insulating board
12.24.2.1 12 mm thick

12.24.3 Flame retardant face insulating board

12.24.3.1 12 mm thick
12.25 Providing and fixing flat pressed 3 layer medium density particle board or
graded particle board (Grade I) IS: 3087 marked, in ceiling with necessary nails
etc. complete (frame work to be paid separately):
12.25.1 12 mm thick
12.26 Providing and fixing plain multipurpose cement board(Hight pressure steam
cured) with suitable screws for cement particle board in ceiling etc. complete
(frame work to be paid seperatately).
12.26.1 6 mm thick Cement fiber board, Type-B, Category-III as per IS: 14862 : 2000

12.26.2 6 mm thick Cement bonded wood particle board as per IS:14276

12.27 Extra for Circular cutting including wastages in ceiling with:
12.27.1 2nd class teak wood planks 20 mm thick
12.27.2 Natural colour insulating board
12.27.2.1 12 mm thick

12.27.3 White face insulating board:

12.27.3.1 12 mm thick
12.27.4 Flame retardant face insulating board:
12.27.4.1 12 mm thick
12.27.5 Standard quality hard board sheet:

12.27.5.1 3 mm thick
12.27.5.2 4.5 mm thick

12.28 Extra for providing and fixing ceiling to curved surfaces in narrow widths

12.31 Providing 10 mm thick plaster of Paris (gypsum anhydrous) ceiling up to a

height of 5 m above floor level, over first class kail wood strips 25x6 mm with
10 mm gap in between and reinforced with rabbit wire mesh fixed to wooden
frame (frame work to be paid separately):

12.31.1 Flat surfaces

12.31.2 Curved surfaces

12.32 Extra for sunk or raised mouldings in the plaster of Paris (Gypsum anhydrous)
ceiling.
12.33 Extra for providing plaster of Paris (Gypsum anhydrous) ceiling above 5
metres height from floor level.

12.34 Providing fixing thermal insulation of ceiling (under deck insulation) with
Resin Bonded Fibre glass wool conforming to IS : 8183, density 24kg / m3, 50
mm thick, wrapped in 200 G Virgin Polythene bags, fixed to ceiling with
metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5 mm x 24 gauge
wire mesh, for top most ceiling of building.

12.35 Providing and fixing thermal insulation with Resin Bonded Fibre glass wool
conforming to IS: 8183. Density 16 kg/m°, 50 mm thick, wrapped in 200G
Virgin Polythene bags placed over existing false ceiling and held in position by
criss-crossing GI wire.

12.36 Thermal Insulation of roofing with Expanded polystyrene fixed with suitable
adhesive to the false ceiling as per the directions of the Engineer- in-charge:

12.36.1 With Type N - Normal 50 mm thick

12.36.2 With Type SE - Self Extinguishing type 50 mm thick

12.37 Providing and fixing 100 mm diameter and 60 cm long rain water spout in
cement mortar 1:4 (1 cement : 4 fine sand).
12.37.1 Stone ware spout
12.38 Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I.
rain water pipes embedded in and including cement concrete blocks
10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 gradedstone
aggregate 20 mm nominal size) and cost of cutting holes and making good the
walls etc. :

12.38.1 100 mm diameter

12.38.2 150 mm diameter

12.39 Providing lead caulked joints to sand cast iron rain water pipes and fittings:
12.39.1 100 mm dia. Pipe
12.39.2 150 mm dia. Pipe
12.40 Providing, fixing and embedding sand cast iron accessories for rain water
pipes in the masonry surrounded with 12 mm thick cement mortar of the
same mix, as that of masonry (lead caulking will be paid for separately):

12.40.1 Sand cast iron plain shoes :

12.40.1.1 150 mm diameter
12.41 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes
conforming to IS : 13592 Type A, including jointing with seal ring conforming
to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed
pipes.

(i)Single socketed pipes.

12.41.1 75 mm diameter
12.41.2 110 mm diameter
12.42 Providing and fixing on wall face unplasticised - PVC moulded
fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to
IS 13592 Type A, including jointing with seal ring conforming to IS : 5382,
leaving 10 mm gap for thermal expansion.

12.42.1 Coupler

12.42.1.1 75mm
12.42.1.2 110mm
12.42.2 Single pushfit Coupler :
12.42.2.1 75mm

12.42.2.2 110mm
12.42.3 Single tee with door
12.42.3.1 75x75x75 mm

12.42.3.2 110x110x110 mm
12.42.4 Single tee without door

12.42.4.1 75x75x75 mm
12.42.4.2 110x110x110 mm

12.42.5 Bend 87.5°

12.42.5.1 75 mm bend
12.42.5.2 110 mm bend

12.42.6 Shoe (Plain)

12.42.6.1 75 mm Shoe

12.42.6.2 110 mm Shoe

12.43 Providing and fixing unplasticised -PVC pipe clips of approved design to
unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood
plugs, screwed with M.S. screws of required length, including cutting brick
work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making
good the wall etc. complete.

12.43.1 75 mm
12.43.2 110 mm
12.44 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15
cm diameter and weighing not less than 440 grams.
12.45 Providing and fixing false ceiling at all height including providing and fixing of
frame work made of special sections, power pressed from M.S. sheets and
galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS :
277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with
flanges of 27 mm and 37 mm, at 1200 mm centre to centre, one flange fixed
to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia
bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of
required length with nuts & bolts of required size and other end of angle
hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the
spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm
thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips
of 10.5 mm, at 450 mm centre to centre,
 shall be fixed in a direction perpendicular to G.I. intermediate channel with
connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every
junction, including fixing perimeter channels 0.5 mm thick 27 mm high having
flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to
wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long
dry wall screws @ 230 mm interval, including fixing of gypsum board to
ceiling section and perimeter channel with the help of dry wall screws of size
3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of
tapered and square edges of the board with recommended jointing
compound , jointing tapes , finishing with jointing compound in 3 layers
covering upto 150 mm on both sides of joint and two coats of primer suitable
for board, all as per manufacturer's specification and also including the cost of
making openings for light fittings, grills, diffusers, cutouts made with frame of
perimeter channels suitably fixed, all complete as per drawings, specification
and direction of the Engineer in Charge but excluding the cost of painting with
:

12.45.1 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part
I) : 2011 (Board with BIS certification marks)
12.45.2 12.5 mm thick tapered edge Glass Reinforced Gypsum (GRG) board
conforming to IS: 2095- (Part 3) : 1996 (Board with BIS certification marks)
12.45.3 12.5 mm thick tapered edge gypsum moisture resistant board.
12.45.4 Fully Perforated Gypsum Plaster Board of size 1200 x 2400 x 12.5 mm having
approx. 15 % perforated area with perforation size and pattern as approved
by the Engineer-in-charge and as per manufacturer's specification, with all 4
sides tapered and backed by acoustical tissue with NRC value not less than
0.60.

12.46 Providing and fixing to the inlet mouth of rain water pipe PTMT (an
Engineering Thermoplastic) grating square (Slit) 150 mm square with a height
of 8 mm and weighing not less than 100 gms.
12.47 Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up
to any pitch, including fixing with polymer coated ‘J’ or ‘L’ hooks, bolts & nuts
8 mm dia. G.I plain/bitumen washers complete but excluding the cost of
purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX
panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin
system under approximately 2400 psi and hot cured. They shall be of uniform
pigmentation and thickness without air pockets and shall conform to IS 10192
and IS 12866.The sheets shall be opaque or translucent, clear or pigmented,
textured or smooth as specified.

12.47.1 2 mm thick corrugated (2.5” or 4.2” or 6”) or step-down (2” or 3” or 6” ) as

specified
12.47.2 2mm thick flat.
12.48 Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal
thickness and of approved size and as per approved pattern on steel frame
work complete (steel frame work to be paid separately).
12.49 Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20 mm
thickness and of approved pattern on steel frame work complete (steel frame
work to be paid separately).
12.50 Providing and fixing precoated galvanised iron profile sheets (size, shape and
pitch of corrugation as approved by Engineer-in-Charge) of total coated
thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total
coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS:
277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the
sheet and polyester top coat 15-18 microns. Sheet should have protective
guard film of 25 microns minimum to avoid scratches during transportation
and should be supplied in single length upto 12 metre or as desired by
Engineer-in-charge. The sheet shall be fixed using self drilling /seIf tapping
screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in
horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters
and trusses and including cutting to size and shape wherever required.

12.51 Providing and fixing precoated galvanised steel sheet roofing accessories of
total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness
with total coating thickness of 0.05 mm) with Zinc coating 120 gram per sqm
as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side
of the sheet and polyester top coat 15-18 microns using self drilling/ self
tapping screws complete :

12.51.1 Ridges plain (500 - 600mm)

12.51.2 Flashings/ Aprons.( Upto 600 mm)

12.51.3 North light curves

12.51.4 Barge board (Upto 300 mm)

12.51.5 Crimp curve

12.51.6 Gutter (600 mm over all girth)

12.52 Providing and fixing tiled false ceiling of specified materials of size 595x595
mm in true horizontal level, suspended on inter locking metal grid of hot
dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side
inclusive) consisting of main "T" runner with suitably spaced joints to get
required length and of size 24x38 mm made from 0.30 mm thick (minimum)
sheet, spaced at 1200 mm center to center and cross "T" of size 24x25 mm
made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between
main "T" at 600 mm center to center to form a grid of 1200x600 mm and
secondary cross "T" of length 600 mm and size 24x25 mm made of 0.30 mm
thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel
to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying
false ceiling tiles of approved texture in the grid including, required
cutting/making, opening for services like diffusers, grills, light fittings, fixtures,
smoke detectors etc.
 Main "T" runners to be suspended from ceiling using GI slotted cleats of size
27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash
fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size
85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom
exposed width of 24 mm of all T-sections shall be pre-painted with polyester
paint, all complete for all heights as per specifications, drawings and as
directed by Engineer-in-charge.

12.52.1 GI Metal Ceiling Lay in plain Tegular edge Global white color tiles of size
595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having
galvanizing of 100 gms/sqm (both sides inclusive) and electro statically
polyester powder coated of thickness 60 microns (minimum), including
factory painted after bending.

12.52.2 GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size
595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having
galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area
with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5,
electro statically polyester powder coated of thickness60 microns (minimum),
including factory painted after bending and perforation and backed with a
black Glass fiber acoustical fleece.

12.52.3 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm,
made of Gypsum plasterboard, manufactured from natural gypsum as per IS
2095 part I and laminated with white 0.16 mm thick fire retardant PVC film on
the face side and 12 micron metalized polyester on the back side with all
edges sealed with the face side PVC film which goes around and wraps the
edges and is bonded to the edges and the back side metalized polyester film
so as to make the tile a completely sealed unit.

12.52.4 12.5 mm thick fully Perforated Gypsum Board tile made from plasterboard
having glass fibre conforming to IS: 2095 part I, of size 595x595 mm, having
perforation of 9.7x9.7 mm at 19.4 mm c/c with center borders of 48 mm and
the side borders of 30 mm, backed with non woven tissue on the back side,
having an NRC (Noise Reduction Coefficient) of 0.79,with 50 mm resin bonded
glass wool backing.

12.54 Providing and fixing GI Clip in Metal Ceiling System of 600x600 mm module
which includes providing and fixing ‘C’ wall angle of size 20x30x20mm made
of 0.5mm thick pre painted steel along the perimeter of the room with help
of nylon sleeves and wooden screws at 300 mm center to centre, suspending
the main C carrier of size 10x38x10mm made of G.I steel 0.7 mm thick from
the soffit with help of soffit cleat 37x27x25x1.6 mm, rawl plugs of size 38x12
mm and C carrier suspension clip and main carrier bracket at 1000 mm c/c.
Inverted triangle shaped Spring Tee having height of 24 mm and width of 34
mm made of GI steel 0.45 mm thick is then fixed to the main C carrier and in
direction perpendicular to it at 600 mm centers with help of suspension
brackets. Wherever the main C carrier and spring T have to join, C carrier and
spring T connectors have to be used. All sections to be galvanized @ 120
gms/sqm (both side inclusive), fixing with clip intiles into spring 'T' with :
12.54.1 GI Metal Ceiling Clip in plain Beveled edge global white color tiles of size
600x600 and 0.5mm thick with 25 mm height, made of G I sheet having
galvanizing of 100 gms/sqm (both sides inclusive) and electro statically
polyester powder coated of thickness 60 microns (minimum), including
factory painted after bending.

12.54.2 GI Metal Ceiling Clip in plain Beveled edge global white color tiles of size
600x600 and 0.5mm thick with 25 mm height, made of G I sheet having
galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area
with 1.8mm dia holes and having NRC of 0.5, electro statically polyester
powder coated of thickness 60 microns (minimum), including factory painted
after bending and perforation.

12.55 Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm)
with SRI (solar refractive index) > 78, solar reflection >0.70 and initial
emittance >0.75 on waterproof and sloped surface of terrace, laid on 20 mm
thick cement sand mortar in the ratio of 1:4 (1 cement : 4coarse sand) and
grouting the joints with mix of white cement & marble powder in ratio of 1:1,
including rubbing and polishing of the surface upto 3 cuts complete, including
providing skirting upto 150 mm height along the parapet walls in the same
manner.

12.56 Providing and laying roof insulation with 40 mm thick impervious sprayed,
closed cell free Rigid Polyurethane foam over deck insulation conforming to IS
- 12432 Pt. III (density of foam being 40-45 kg/ cum), over a coat of
polyurethane primer applied @ 6-8 sqm per litre, laying 400 G polythene
sheet over PUF spray and providing a wearing course of 40 mm thick cement
screed 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal
size) in chequered rough finish, in panels of 2.5 m x 2.5 m and embedding
with 24 G wire netting and sealing the joints with polymerized mastic, all
complete as per direction of Engineer-in-Charge.

12.57 Providing and fixing thermal insulation with Resin Bonded Fibre glass wool
conforming to IS: 8183 having density 24 kg/m3, 50 mm thick, wrapped in
200G Virgin Polythene Bags fixed to wall with screw, rawel plug & washers
and held in position by criss crossing GI wire etc. complete as per directions of
Engineer-in-Charge.

12.58 Providing and fixing tiled false ceiling of approved materials of size 595x595
mm in true horizontal level, suspended on interlocking metal grid of hot
dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side
inclusive) consisting of main "T" runner with suitably spaced joints to get
required length and of size 24x38 mm made from 0.30 mm thick (minimum)
sheet, spaced at 1200 mm center to center and cross "T" of size 24x25 mm
made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between
main "T" at 600 mm center to center to form a grid of 1200x600 mm and
secondary cross "T" of length 600 mm and size 24x25 mm made of 0.30 mm
thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel
to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying
false ceiling tiles of approved texture in the grid including, required
cutting/making, opening for services like diffusers, grills, light fittings, fixtures,
smoke detectors etc.
 Main "T" runners to be suspended from ceiling using GI slotted cleats of size
27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash
fasteners, 4 mm GI adjustable rods with galvanized butterfly level clips of size
85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom
exposed width of 24 mm of all T-sections shall be pre-painted with polyester
paint, all complete for all heights as per specifications, drawings and as
directed by Engineer-in-charge.

12.58.1 8 mm thick fully perforated calcium silicate board made with Calcareous &
Siliceous materials reinforced with cellulose fiber manufactured through
autoclaving process to give stable crystalline structure with minimum
compressive strength 225 kg/ sq. cm, bending strength 100 kg/sq. cm , of size
595x595 mm, having perforation of dia. 10 mm with minimum perforated
area 18 % with non woven tissue on the back side, having an NRC (Noise
Reduction Coefficient) of 0.85, with 50 mm thick rockwool of 48 kg /cum
backing.

12.59 Providing & fixing false ceiling at all height including providing & fixing of
framework made of special section, power pressed from M.S. sheets and
galvanised with zinc coating of 120 gms/ sqm ( both side inclusive) as per IS :
277 and consisting of angle cleat of size 25mm wide x 1.6mm thick with
flanges of 27mm and 37mm, at 1200mm c/c, one flange fixed to the ceiling
with dash fastener 12.5mm dia x 50mm long with 6mm dia bolts, other flange
of cleat fixed to the angle hangers of 25 x10 x0.50mm of required length with
nuts & bolts of required size and other end of angle hanger fixed with
intermediate G.I channels 45 x15 x 0.90mm running at the spacing of 1200
mm c/c, to which the ceiling section 0.5mm thick bottom wedge of 80mm
with tapered flanges of 26 mm each having lips of 10.5mm, at 450mm c/c,
shall be fixed in a direction perpendicular to G.I intermediate channel with
connecting clip made out of 2.64mm dia x 230mm long G.I.

wire at every junction, including fixing perimeter channels 0.50mm thick

27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling
fixed to wall/ partitions with the help of Rawl plugs at 450mm centre, with
25mm long dry wall screws @ 230mm interval, including fixing of Calcium
Silicate Board to ceiling section and perimeter channels with the help of dry
wall screws of size 3.5 x25mm at 230mm c/c, including jointing & finishing to
a flush finish of tapered and square edges of the board with recommended
jointing compounds, jointing tapes, finishing with jointing compounds in three
layers covering up to 150mm on both sides of joints and two coats of primer
suitable for boards, all as per manufacture's specification and also including
the cost of making opening for light fittings, grills, diffusers, cut outs made
with frame of perimeter channels suitably fixed, all complete as per drawings,
specification and direction of the Engineer in charge but excluding the cost of
painting with:

12.59.1 8 mm thick Calcium Silicate Board made with Calcareous & Siliceous materials
reinforced with cellulose fiber manufactured through autoclaving process.
12.60 Providing and fixing thermal insulation of ceiling (under deck insulation) with
Resin Bonded Rockwool conforming to IS: 8183, density 48 kg/ m3, 50 mm
thick, wrapped in 200 G Virgin Polythene bags fixed to ceiling with metallic
cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5mm x 24 gauge wire
mesh, for top most ceiling of building.

12.61 Providing and fixing thermal insulation with Resin bonded rock wool
conforming to IS: 8183, density 48 kg/m3, 50 mm thick, wrapped in 200 G
virgin Polythene bags placed over existing false ceiling and held in position by
criss- crossing GI wire.

12.62 Providing and fixing thermal insulation with Resin Bonded rock wool
conforming to IS: 8183, having density 48 kg/m3, 50 mm thick, wrapped in
200 G Virgin Polythene Bags fixed to wall with screw, rawl plug & washers and
held and in position by criss crossing GI wire etc. complete as per directions of
Engineer-in-Charge.

12.63 Providing and applying two coats of High Albedo paint having minimum Solar
Reflective Index (SRI) 108 (with solar reflectance & thermal emittance tested
as per ASTM) C 1549 and ASTM C 1371 respectively), VOC less than 10 cc/gm.
The coating thickness and the methodology of application shall strictly as per
manufacturer's specifications and as approved by engineer In charge. Surface
preparation includes cleaning with metal wire brush to remove all dust,
fungus etc., washing with water all complete. The contractor shall give
guarantee for the performance of SRI and also the durability of coating, all
complete as per direction of Engineer-in-charge.

12.64 Providing & fixing at all heights, levels and locations Mill finishAluminium alloy
roofing sheets of alloy IS designation 31500, temperHx8 conforming to IS 737
and dimensions as per IS code 2676 withcharacteristics of good formability
and corrosion resistance. Theprofile sheets shall be fixed to truss members in
slope or requiredpitch or curvature with Hex cap headed self drilling/tapping
Stainlesssteel screws M6, 50 mm long with 3 mm EPDM seal washer etc.
allinclusive of labour, scaffolding, T&P and sundries etc. complete asper
directions of the Engineer-In-Charge. (Cost of truss/frame workshall be paid
separately).

12.64.1 0.56 mm, Aluminium troughed profile with center to center pitch of 200 mm,
depth of 32 mm, overall profile width1092 mm, cover width 1000mm.
12.64.2 0.71 mm, troughed profile with center to center pitch of 200 mm, depth of 32
mm, overall profile width1092 mm,cover width 1000mm.
12.64.3 0.91 mm, troughed profile with center to center pitch of 200 mm, depth of 32
mm, overall profile width1092 mm, cover width 1000mm.
12.64.4 0.56mm Aluminium profile with center to center pitch of175 mm, depth of
46mm, top crest width of 41mm,bottom valley width of 80mm, overall profile
width of1144mm, cover width 1050mm.
12.64.5 0.71mm Aluminium profile with center to center pitch of 175 mm, depth of
46mm, top crest width of 41mm, bottom valley width of 80mm, overall
profile width of 1144mm, cover width 1050mm.
12.64.6 0.91mm Aluminium profile with center to center pitch of 175 mm, depth of
46mm, top crest width of 41mm, bottom valley width of 80mm, overall
profile width of 1144mm, cover width 1050mm.
12.64.7 0.56mm Aluminium Circular (sinusoidal) profile with center to center pitch of
75 mm, depth of 19 mm, overall profile width 1250mm,cover width 1150mm.

12.64.8 0.71mm Aluminium Circular (sinusoidal) profile with center to center pitch of
75 mm, depth of 19 mm, overall profile width 1250mm,cover width 1150mm.

12.64.9 0.91mm Aluminium Circular (sinusoidal) profile with center to center pitch of
75 mm, depth of 19 mm, overall profile width 1250mm,cover width 1150mm.

12.65 Providing & fixing at all heights, levels and locations colour finish Aluminium
alloy roofing sheets of alloy IS designation 31500, temper Hx8 conforming to
IS 737 and dimensions as per IS code 2676 with characteristics of good
formability and corrosion resistance. Theprofile sheets shall be fixed to truss
members in slope or requiredpitch or curvature with Hex cap headed self
drilling/tapping Stainlesssteel screws M6, 50 mm long with 3 mm EPDM seal
washer etc. allinclusive of labour, scaffolding, T&P and sundries etc. complete
asper directions of the Engineer-In-Charge. (Cost of truss/frame workshall be
paid separately).

12.65.1 0.56 mm, Aluminium Color coated troughed profile with center to center
pitch of 200 mm, depth of 32 mm, overall profile width1092 mm, cover width
1000mm.
12.65.2 0.71 mm, Aluminium Color coated troughed profile with center to center
pitch of 200 mm, depth of 32 mm, overall profile width1092 mm, cover width
1000mm.
12.65.3 0.91 mm, Aluminium Color coated troughed profile with center to center
pitch of 200 mm, depth of 32 mm, overall profile width1092 mm, cover width
1000mm.
12.65.4 0.56mm Aluminium color profile with center to center pitch of 175 mm,
depth of 46mm, top crest width of 41mm, bottom valley width of 80mm,
overall profile width of 1144mm, cover width 1050mm.
12.65.5 0.71mm Aluminium color coated profile with center to center pitch of 175
mm, depth of 46mm, top crest width of 41mm, bottom valley width of 80mm,
overall profile width of 1144mm, cover width 1050mm.
12.65.6 0.91mm Aluminium color coated profile with center to center pitch of 175
mm, depth of 46mm, top crest width of 41mm, bottom valley width of 80mm,
overall profile width of 1144mm, cover width 1050mm.

12.65.7 0.56 mm Aluminium profile with center to center pitch of 177.5 mm, depth of
28.5 mm, 987mm overall profile width, cover width 900mm

12.65.8 0.71 mm Aluminium profile with center to center pitch of 177.5 mm, depth of
28.5 mm, 987mm overall profile width, cover width 900mm
12.66 Providing and fixing of Pre-coated colour or mill finish Aluminium Roofing
Accessories in 0.71 mm thickness ,Alloy 31500 (IS designation) [Aluminium
Alloy (AA) 3004 (ISO designation)] For color, coating shall be 5-7 microns
epoxy primer on both sides of the sheet and polyester top coat 15-18
microns, using self drilling/ tapping SS screws of size 6 x 50mm with 3mm
thick EPDM seal and SS plain washer complete :

12.66.1 Precoated/mill finish aluminium Ridges plain (500- 600mm)

12.66.2 Precoated/mill finish aluminium Flashings/ Aprons (Upto 600 mm)

12.66.3 Precoated/mill finish aluminium North light curves

12.66.4 Precoated/mill finish aluminium Barge board (Upto 200 mm)

12.66.5 Precoated/mill finish aluminium Crimp curve

12.66.6 Precoated/mill finish aluminium Gutter (600 mm over all girth)
Sub-Head : Finishing
13.1 12 mm cement plaster of mix :
13.1.1 1:4 (1 cement: 4 fine sand)
13.1.2 1:6 (1 cement: 6 fine sand)

13.2 15 mm cement plaster on the rough side of single or half brick wall of mix :
13.2.1 1:4 (1 cement: 4 fine sand)
13.2.2 1:6 (1 cement: 6 fine sand)

13.3 20 mm cement plaster of mix :

13.3.1 1:4 (1 cement: 4 fine sand)
13.3.2 1:6 (1 cement: 6 fine sand)
13.4 12 mm cement plaster of mix :

13.4.1 1:4 (1 cement: 4 coarse sand)

13.4.2 1:6 (1 cement: 6 coarse sand)
13.5 15 mm cement plaster on rough side of single or half brick wall of mix :
13.5.1 1:4 (1 cement: 4 coarse sand)
13.5.2 1:6 (1 cement: 6 coarse sand)
13.6 20 mm cement plaster of mix :
13.6.1 1:4 (1 cement: 4 coarse sand)
13.6.2 1:6 (1 cement: 6 coarse sand)
13.7 12 mm cement plaster finished with a floating coat of neat cement of mix :
13.7.1 1:3 (1 cement: 3 fine sand)
13.7.2 1:4 (1 cement: 4 fine sand)
13.8 15 mm cement plaster on rough side of single or half brick wall finished with a
floating coat of neat cement of mix :
13.8.1 1:3 (1 cement: 3 fine sand)
13.8.2 1:4 (1 cement: 4 fine sand)
13.9 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of
neat cement.
13.9.1 12 mm cement plaster
13.9.2 20 mm cement plaster
13.10 15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating
coat of neat cement on the rough side of single or half brick wall.
13.11 18 mm cement plaster in two coats under layer 12 mm thick cement plaster
1:5 (1 cement: 5 coarse sand) finished with a top layer 6mm thick cement
plaster 1:6 (1 cement: 6 fine sand).

13.12 18 mm cement plaster in two coats under layer 12 mm thick cement plaster
1:5 (1 cement: 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3
(1 cement: 3 coarse sand) finished rough with sponge.
13.13 12 mm cement plaster 1:2 (1 cement: 2 stone dust)
13.14 15 mm cement plaster 1:2 (1 cement: 2 stone dust) on the rough side of
single or half brick wall.
13.15 20 mm cement plaster 1:2 (1 cement: 2 stone dust)

13.16 6 mm cement plaster of mix :

13.16.1 1:3 (1 cement: 3 fine sand)

13.17 6 mm cement plaster 1:3 (1 cement: 3 fine sand) finished with a floating coat
of neat cement and thick coat of Lime wash on top of walls when dry for
bearing of R.C.C. slabs and beams.
13.18 Neat cement punning
13.19 Rough cast plaster upto 10 m height above ground level with a mixture of
sand and gravel or crushed stone from 6 mm to 10 mm nominal size, dashed
over and including the fresh plaster in two layers, under layer 12mm cement
plaster 1:4 (1 cement: 4 coarse sand) and top layer 10 mm cement plaster 1:3
(1 cement: 3 fine sand) mixed with 10% finely grounded hydrated lime by
volume of cement.

13.19.1 Ordinary cement finish using ordinary cement

13.20 Pebble dash plaster upto 10 m height above ground level with a mixture of
washed pebble or crushed stone 6mm to 12.5 mm nominal size, dashed over
and including fresh plaster in two layers under layer 12 mm cement plaster
1:4 (1 cement: 4 coarse sand) and top layer 10 mm cement plaster with
cement mortar 1:3 (1 cement: 3 fine sand) mixed with 10% finely grounded
hydrated lime by volume of cement.

13.21 Extra for providing and mixing water proofing material in cement plaster work
in proportion recommended by the manufacturers.
13.22 Extra for plastering exterior walls of height more than 10 m from ground level
for every additional height of 3 m or part thereof.
13.23 Extra for plastering on circular work not exceeding 6 m in radius:

13.23.1 In one coat

13.23.2 In two coats

13.24 Extra for plastering done on moulding cornices or architraves including neat
finish to line and level:

13.24.1 In one coat

13.24.2 In two coats
13.25 Extra for plastering :
13.25.1 Spherical ceiling
13.25.2 Groined ceiling
13.25.3 Flewing soffits
13.26 Providing and applying plaster of paris putty of 2 mm thickness over plastered
surface to prepare the surface even and smooth complete.

13.27 Extra for lining out plaster to imitate stone or concrete blocks walling.

13.28 12 mm thick plain cement mortar bands in cement mortar 1:4 (1 cement: 4
fine sand) :

13.28.1 Flush Band

13.28.2 Sunk Band

13.28.3 Raised Band

13.28.4 Moulded Band

13.29 18 mm thick plain cement mortar band in cement mortar 1:4 (1 cement: 4
fine sand):

13.29.1 Flush Band

13.29.2 Sunk Band

13.29.3 Raised Band

13.29.4 Moulded Band

13.30 18 mm thick moulded cement mortar band in two coats under layer 12 mm
thick with cement mortar 1:5 (1 cement: 5 coarse sand) top layer 6mm thick
with cement mortar 1:4 (1 cement: 4 fine sand).

13.31 Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement: 3
fine sand) :

13.31.1 Flush / Ruled/ Struck or weathered pointing.

13.31.2 Raised and cut pointing

13.32 Pointing on tile brick work with cement mortar 1:3 (1 cement: 3 fine sand) :

13.32.1 Flush / Ruled/ Struck or weathered pointing.

13.33 Pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand) :

13.33.1 Flush/ Ruled pointing

13.33.2 Raised and cut pointing

13.34 Raised and cut pointing on stone work in white cement mortar 1:3 (1 white
cement: 3 marble dust)

13.35 Pointing on stone slab ceiling with cement mortar 1:2 (1 cement: 2 fine sand):

13.35.1 Flush/ Ruled pointing

13.36 Extra for pointing on walls on the outside at height more than 10 m from
ground level for every additional height of 3 m or part there of.
13.37 White washing with lime to give an even shade:

13.37.1 New work (three or more coats)

13.38 Satna lime wash on walls with one coat

13.39 Colour washing such as green, blue or buff to give an even shade :

13.39.1 New work (two or more coats) with a base coat of white washing with lime

13.39.2 New work (two or more coats) with a base coat of whiting

13.44 Finishing walls with water proofing cement paint of required shade :

13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm).

13.45 Finishing walls with textured exterior paint of required shade :

13.45.1 New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including
priming coat of exterior primer applied @2.20kg/10 sqm.
13.46 Finishing walls with Acrylic Smooth exterior paint of required shade :

13.46.1
New work (Two or more coat applied @ 1.67 ltr/10 sqm over
and including priming coat of exterior primer applied @ 0.90
litre/10 sqm)
13.47 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone
additives of required shade
13.47.1 New work (Two or more coats applied @ 1.43 ltr/10 sqm over
and including priming coat of exterior primer applied @ 0.90
litre/10 sqm)
13.48 Finishing with Deluxe Multi surface paint system for interiors and exteriors
using Primer as per manufacturers specifications :

13.48.1 Two or more coats applied on walls @ 1.25 ltr/10 sqm. over and including one
coat of Special primer applied @ 0.75 ltr / 10sqm

13.48.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two
or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied
@0.75 ltr/ 10 sqm of approved brand or manufacture
13.48.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade.
Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer
applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture
13.50 Applying priming coat :

13.50.2 With ready mixed aluminium primer of approved brand and manufacture on
resinous wood and plywood.

13.50.3 With ready mixed red oxide zinc chromate primer of approved brand and
manufacture on steel galvanised iron/steel works
13.50.4 With ready mixed red oxide zinc chromate primer of approved brand and
manufacture on steel work (second coat)
13.51 Painting with silicon & acrylic emulsion based water thinnable sealer of
approved brand and manufacture on wet or patchy portion of plastered
surfaces:
13.51.1 One coat
13.51.2 Two coats
13.52 Finishing with Epoxy paint (two or more coats) at all locations prepared and
applied as per manufacturer's specifications including appropriate priming
coat, preparation of surface, etc. complete.
13.52.1 On steel work
13.52.2 On concrete work
13.53 Painting on G.S. sheet with synthetic enamel paint of approved brand and
manufacture of required colour to give an even shade :
13.53.1 New work (two or more coats) including a coat of approved steel primer but
excluding a coat of mordant solution.
13.54 Applying a coat of mordant solution on G.S. sheet :
13.54.1 With a solution of 38 gms of copper acetate in a litre of soft water
13.54.2 With a solution made of 13 gms of hydrochloric acid in a solution of 13 gms
each of copper chloride, copper nitrate and ammonium chloride dissolved in
a litre of soft water.
13.55 Painting (two or more coats) on rain water, soil, waste and vent pipes and
fittings with black anticorrosive bitumastic paint of approved brand and
manufacture, over and including a priming of ready mixed zinc chromate
yellow primer on new work :

13.55.1 100 mm diameter pipes

13.55.2 150 mm diameter pipes
13.56 Painting (two or more coats) on rain water, soil, waste and vent pipes and
fittings with synthetic enamel paint of approved brand and manufacture and
required colour over a priming coat of approved steel primer on new work.

13.56.1 100 mm diameter pipes

13.56.2 150 mm diameter pipes
13.57 Painting with oil type wood preservative of approved brand and manufacture:
13.57.1 New work (two or more coats)
13.58 Providing and applying two coats of fire retardant paint on cleaned wood/ply
surface @ 3.5 sqm per litre per coat including preparation of base surface as
per recommendations of manufacturer to make the surface fire retardant.

13.59 Coal tarring two coats on new work using 0.16 and 0.12 litre coal tar per sqm
in the first coat and second coat respectively.
13.61 Painting with synthetic enamel paint of approved brand and manufacture to
give an even shade :
13.61.1 Two or more coats on new work.
13.62 Painting with synthetic enamel paint of approved brand and manufacture of
required colour to give an even shade:
13.62.1 Two or more coats on new work over an under coat of suitable shade with
ordinary paint of approved brand and manufacture.
13.63 Painting with aluminium paint of approved brand and manufacture to give an
even shade .
13.63.1 Two or more coats on new work
13.64 Painting with acid proof paint of approved brand and manufacture of
required colour to give an even shade:
13.64.1 Two or more coats on new work.
13.65 Painting with black anti-corrosive bitumastic paint of approved brand and
manufacture to give an even shade:
13.65.1 Two or more coats on new work.
13.67 Varnishing with varnish of approved brand and manufacture:
13.67.1 Two or more coats of glue sizing with copal varnish over an under coat of
flatting varnish.
13.67.2 Two or more coats glue sizing with spar varnish or an under coat of flatting
varnish.
13.68 French spirit polishing :

13.68.1 Two or more coats on new works including a coat of wood filler.

13.69 Polishing on wood work with ready mixed wax polish of approved brand and
manufacture :
13.69.1 New work
13.70 Floor polishing on masonry or concrete floors with wax polish of approved
brand and manufacture.
13.71 Lettering with black Japan paint of approved brand and manufacture
13.72 Washed stone grit plaster on exterior walls of height upto 10 metre above
ground level, in two layers, under layer 12mm cement plaster 1:4 (1cement: 4
coarse sand), furrowing the under layer with scratching tool, applying cement
slurry on the under layer @ 2 Kg of cement per square metre, top layer 15mm
cement plaster 1:1/2:2 (1 cement: 1/2 coarse sand :2 stone chipping 10mm
nominal size), in panels with groove all around as per approved pattern,
including scrubbing and washing the top layer with brushes and water to
expose the stone chippings, complete as per specification and direction of
Engineer-in- charge (Payment for providing grooves shall be made
separately).

13.73 Forming groove of uniform size in the top layer of washed stone grit plaster
as per approved pattern using wooden battens, nailed to the under layer,
including removal of wooden battens, repair to the edges of panels and
finishing the groove complete as per specifications and direction of the
Engineer-in-charge :

13.73.1 15 mm wide and 15 mm deep groove

13.73.2 20 mm wide and 15 mm deep groove

13.74 Extra for washed grit plaster on exterior walls of height more than 10m from
ground level for every additional height of 3 m or part thereof.
13.75 Extra for washed stone grit plaster on circular work not exceeding 6m in
radius (in two coats).

13.76 Forming groove of uniform size from 12x12mm and upto 25x15mm in the top
layer of washed stone grit plastered surface as per approved pattern,
including providing and fixing aluminum channels of appropriate size and
thickness (not less than 2 mm), nailed to the under layer with rust proof
screws and nails and finishing the groove complete as per specifications and
direction of the Engineer-in-Charge.

13.77 Extra for using white cement in place of ordinary cement in the top layer of
the item of washed stone grit plaster.
13.78 Providing and applying 12 mm thick (average) premixed formulated one coat
gypsum lightweight plaster having additives and light weight aggregates as
vermiculite/ per liter respectively conforming to IS: 2547 (Part- 1 & II) 1976,
applied on hacked / uneven background such as bare brick/block/ RCC work
on walls & ceiling at all floors and locations, finished in smooth line and level
etc. complete.

13.79 Extra for addition of synthetic Polyester triangular fibre of length 6 mm,
effective diameter 10-40 microns and specific gravity of 1.34 to 1.40 in
cement plaster/mortar by using 125 gms. of synthetic Polyester triangular
fibre for 50 Kgs. cement used in cement mortar as per directions of Engineer-
in-Charge.
13.80 Providing and applying white cement based putty of average thickness 1 mm,
of approved brand and manufacturer, over the plastered wall surface to
prepare the surface even and smooth complete.
13.81 Distempering with 1st quality acrylic distemper (ready mixed) having VOC
(Volatile Organic Compound ) content less than 50 gram/ litre, of approved
brand and of required shade and colour complete to give and even shade.
13.81.1 Old work (one or more coats)
13.82 Wall painting with acrylic emulsion paint, having VOC (Volatile Organic
Compound ) content less than 50 grams/ litre, of approved brand and
manufacture, including applying additional coats wherever required, to
achieve even shade and colour.

13.82.1 One coat.

13.82.2 Two coats.
13.83 Wall painting with premium acrylic emulsion paint of interior grade, having
VOC (Volatile Organic Compound ) content less than 50 grams/ litre. of
approved brand and manufacture, including applying additional coats
wherever required to achieve even shade and colour.

13.83.1 One coat.

13.83.2 Two coats.

13.85 Applying priming coats with primer of approved brand and manufacture,
having low VOC (Volatile Organic Compound ) content.
13.85.1 With ready mixed pink or grey primer on wood work (hard and soft wood)
having VOC content less than 50 grams/ litre.
13.85.3 With water thinnable cement primer on wall surface having VOC content less
than 50 grams/litre.
13.86 6 mm plaster on cement concrete or reinforced cement concrete work with
white cement based polymer modified self curing mortar of approved make
as per the direction of Engineer-In-Charge.
13.87 White washing with lime to give an even shade :
13.87.1 Old work (two or more coats) .
13.87.2 Old work (one or more coats) .
13.88 Removing white or colour wash by scrapping and sand papering and
preparing the surface smooth including necessary repairs to scratches etc.
complete
13.92 Painting on G.S. sheet with synthetic enamel paint of approved brand and
manufacture of required colour to give an even shade :
13.92.1 Old work (one or more coats) .
13.93 Painting (two or more coats) on rain water, soil, waste and vent pipes and
fittings with black anticorrosive bitumastic paint of approved brand and
manufacture over and including a priming coat of ready mixed zinc chromate
yellow primer on new work :

13.93.1 75 mm diameter pipes .

13.94 Painting (one or more coats) on rain water, soil, waste and vent pipes and
fittings with black anticorrosive bitumastic paint of approved brand and
manufacture on old work :
13.94.1 75 mm diameter pipes .
13.94.2 100 mm diameter pipes .
13.94.3 150 mm diameter pipes .
13.95 Painting (two or more coats) on rain water, soil, waste and vent pipes and
fittings with aluminium paint of approved brand and manufacture over a
priming coat of ready mixed zinc chromate yellow primer on new work :
13.95.1 75 mm diameter pipes .
13.95.2 100 mm diameter pipes .
13.95.3 150 mm diameter pipes .
13.96 Painting (one or more coats) on rain water, soil, waste and vent pipes and
fittings with synthetic enamel paint of approved brand and manufacture and
required colour on old work :
13.96.1 75 mm diameter pipes .
13.96.2 100 mm diameter pipes .
13.96.3 150 mm diameter pipes .

13.97 Painting with oil type wood preservative of approved brand and
manufacture :
13.97.1 Old work (one or more coats) .
13.99 Painting with synthetic enamel paint of approved brand and manufacture of
required colour to give an even shade :
13.99.1 One or more coats on old work.
13.100 Painting with aluminium paint of approved brand and manufacture to give an
even shade :
13.100.1 One or more coats on old work.
13.101 Painting with acid proof paint of approved brand and manufacture of
required colour to give an even shade :
13.101.1 One or more coats on old work.

13.102 Painting with black anti-corrosive bitumastic paint of approved brand and
manufacture to give an even shade :

13.102.1 One or more coats on old work.

13.103 French spirit polishing :

13.103.1 One or more coats on old work.

13.104 Polishing on wood work with ready made wax polish of approved brand and
manufacture :
13.104.1 Old work .
13.105 Re-lettering with black Japan paint of approved brand and manufacture.
13.106 Painting (one or more coats) with black Japan paint of approved brand and
manufacture to give an even shade.
13.107 Providing and fixing C.P. brass chain and rubber plug complete for sink or
wash basin :
13.107.1 32 mm dia.

13.107.2 40 mm dia.

13.109 Finishing walls with water proofing cement paint of required shade :

13.109.1 Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of
primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat.

13.109.2 Old work (one or more coats @ 2.20 kg/10 sqm) complete.

13.110 Finishing walls with textured exterior paint of required shade :

13.110.1 Old work (Two or more coats on existing cement paint surface applied @ 3.28
ltr/10 sqm.
13.110.2 Old work (One or more coats) applied @ 1.82 ltr/10 sqm.

13.111 Finishing walls with Acrylic Smooth exterior paint of required shade :

13.111.1 Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement
paint surface).

13.111.2 Old work (One or more coat applied @ 0.90 ltr/10 sqm).

13.112 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone
additives of required shade :

13.112.1 Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing
cement paint surface.
13.112.2 Old work (one or more coats applied @ 0.83 ltr/10 sqm).
13.113 Varnishing with varnish of approved brand and manufacture:

13.113.1 One or more coats with copal varnish.

13.113.2 One or more coats with spar varnish.

13.114 Melamine polishing on wood work (one or more coat).

13.115 Varnishing with flatting varnish of approved brand and manufacture one or
more coats on old work.
13.116 Polishing in high gloss/matt finish melamine clear polish on wood work in
required color/wooden shade texture with following process in the sequence
as detailed below:
1. The surface to be polished is rubbed with sand paper 80/120 no. and then
with sand paper of 160/180 nos.
 2. Applying two coats of sealer with spray gun and allowing sufficient drying
time for 1st coat and 2nd coat is allowed to dry for 8 to 12 hrs.

3. On drying of sealer coat, wet rubbing with emery cloth of finer grading with
water to remove excess sealer layer and make the surface further smooth
after this wet rubbing, then surface is applied with special grade melamine
fillers to fill all the small and big holes/grooves etc. Filler coat to be allowed to
dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is
further allowed to dry for 12 hrs.

4. On this, 1st coat of melamine polish is applied with spray gun using
melamine clear polish and melamine thinner in required proportion. This 1st
coat is allowed to dry for 24 hrs then this dry surface is again fine wet rubbed
smooth, which is further allowed to dry for 12 hrs. The final melamine polish
is applied with compressor pressure spray gun using melamine clear polish
and melamine thinner mixed in required proportion complete as per direction
of Engineer-in-Charge. (Finalo coat to be done in 1 or 2 layers without gap of
time.)

Sub-Head : Repairs to Buildings

14.1 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5

sq.meters and under, including cutting the patch in proper shape, raking out
joints and preparing and plastering the surface of the walls complete,
including disposal of rubbish to the dumping ground, all complete as per
direction of Engineer-in-harge.

14.1.1 With cement mortar 1:4 (1 cement : 4 fine sand).

14.1.2 With cement mortar 1:4 (1cement: 4 coarse sand).
14.2 Fixing chowkhats in existing opening including embedding chowkhats in floors
or walls cutting masonry for holdfasts, embedding hold fasts in cement
concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1
cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size),
painting two coats of approved wood preservative to sides of chowkhats and
making good the damages to walls and floors as required complete, including
disposal of rubbish to the dumping ground, all complete as per directions of
Engineer-In-Charge.

14.2.1 Door chowkhats .

14.2.2 Window chowkhats .

14.2.3 Clerestory window chowkhats .
14.3 Fixing chowkhat in existing opening in brick / RCC wall with dash
fasteners/Chemical fasteners of appropriate size (3 nos on each vertical
member of door chowkhat and 2 nos on each vertical member of window
chowkhats), including Cost of dash fasteners/ chemical fastener.
14.4 Making the opening in brick masonry including dismantling in floor or walls by
cutting masonry and making good the damages to walls, flooring and jambs
complete, to match existing surface i/c disposal of mulba/rubbish to the
nearest municipal dumping ground, all complete as per directions of
Engineer-In-Charge.

14.4.1 For door/ window/ clerestory window.

14.5 Renewing glass panes, with putty and nails wherever necessary including
racking out the old putty:
14.5.1 Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm).

14.5.2 Float glass panes of nominal thickness 5 mm (weight not less than
12.5kg/sqm).

14.6 Renewing glass panes, with wooden fillets wherever necessary:

14.6.1 Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm).

14.6.2 Float glass panes of nominal thickness 5 mm (weight not less than
12.5kg/sqm).
14.7 Renewing glass panes and refixing existing wooden fillets:
14.7.1 Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm).

14.7.2 Float glass panes of nominal thickness 5 mm (weight not less than
12.5kg/sqm).
14.8 Supplying and fixing new wooden fillets wherever necessary:

14.8.1 2nd class teak wood fillets .

14.8.2 Hollock wood fillets.
14.9 Renewal of old putty of glass panes (length) .

14.10 Refixing old glass panes with putty and nails .

14.11 Fixing old glass panes with wooden fillets (excluding cost of fillets) .

14.12 Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in
existing R.C.C. slab including cutting chase, anchoring clamp to reinforcement
bar, including cleaning, refilling, making good the chase with matching
concrete, plastering and painting the exposed portion of the clamps
complete.

14.13 Regrading terracing of mud phaska covered with tiles or brick, in cement by
dismantling tiles or bricks, removing mud plaster, preparing the surface of
mud phaska to proper slope, relaying mud plaster gobri leaping and tiles or
bricks, grouted in cement mortar 1:3 (1 cement : 3 fine sand) including
replacing unserviceable tiles or bricks with new ones and disposal of
unserviceable material to the dumping ground (the cost of the new tiles or
brick excluded), all complete as per directions of Engineer-In-Charge.
14.14 Replacing sand stone slabs in roofing, laid in cement mortar 1:4 (1 cement : 4
coarse sand) including necessary repairs and cement pointing with same
mortar complete including disposal of rubbish to dumping ground, all
complete as per directions of Engineer-In-Charge.

14.14.1 Red/ white sand stone slabs 30 to 50 mm thick.

14.15 Renewing wooden battens in roofs, including making good the holes in wall
and painting with oil type wood preservative of approved brand and
manufacture complete including removal of rubbish to the dumping ground,
all complete as per directions of Engineer-In-Charge.

14.15.1 Sal wood battens.

14.16 Renewing wooden beams in roofs including making good the holes in walls
and painting with oil type wood preservative of approved brand and
manufacture complete including removal of rubbish to the dumping ground,
all complete as per directions of Engineer-In-Charge.

14.16.1 Not exceeding 4.00 metres in length.

14.16.1.1 Sal wood beams .

14.16.1.2 Hollock wood beams .

14.16.2 Above 4.00 metres and upto 5.00 metres length.

14.16.2.1 Sal wood beams .

14.16.2.2 Hollock wood beams .

14.17 Raking out joints in lime or cement mortar and preparing the surface for re-
pointing or replastering including disposal of rubbish to the dumping ground,
all complete as per directions of Engineer-In-Charge.
14.18 Flush pointing with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2%
of integral water proofing compound by weight of cement for flat tile bricks
on top of mud phaska :
14.18.1 With F.P.S. brick tiles
14.18.2 With modular brick tiles

14.19 Taking out wind ties from roof including cutting out rusted bolts, nuts etc. and
removing materials to any distance within compound and stacking.
14.20 Fixing of old wind tie with new fittings including painting two or more coats
with anticorrosive bitumastic paint of approved brand & manufacturer over
and including priming coat of ready mixed zinc chromate yellow primer of
approved brand.

14.21 Renewing bottom rail and/or top runner of collapsible gate including making
good all damages and applying priming coat of zinc chromate yellow primer
of approved brand and manufacturer.

14.22 Renewing Wrought iron or M.S. Wheel or roller of steel door or gate and
fitting and fixing the same with necessary clamps, nuts and bolts / welding
and erection etc. complete.
14.22.1 Wheel 50 mm dia. and below.

14.22.2 Wheel above 50 mm dia.

14.23 Pumping out water caused by springs, tidal or river seepage, broken water
mains or drains and the like.
14.25 Brick work with common burnt clay bricks of class designation 7.5 in mud
mortar

14.26 Providing and fixing 25 mm thick shutters for cup board etc. :
14.26.1 Panelled or panelled & glazed shutters :
14.26.1.1 Superior class teak wood including nickel plated bright finished M.S. piano
hinges with necessary screws.

14.26.1.2 Ist class teak wood including nickel plated bright finished M.S. piano hinges
with necessary screws.
14.26.2 Glazed shutters :
14.26.2.1 Superior class teak wood including nickel plated bright finished M.S. piano
hinges with necessary screws.
14.26.2.2 Ist class teak wood including nickel plated bright finished M.S. piano hinges
with necessary screws.
14.27 Providing and fixing plain jaffri door and window shutters including bright
or/and black enamelled M.S. butt hinges with necessary screws 35x10mm
laths placed 35mm apart (frames to be paid separately) including fixing
50x12mm beading complete with :

14.27.1 Second class teak wood.

14.28 Providing and fixing brass curtain rods of wall thickness 1.25mm with two
brass brackets fixed with brass screws and wooden plugs etc. wherever
necessary complete.
14.28.1 20 mm diameter.
14.28.2 25 mm diameter.
14.29 Providing and fixing M.S. round or square bars with M.S. flats at required
spacing in wooden frames of windows and clerestory windows.
14.30 Providing joists (karries) including hoisting, fixing in position and applying
wood preservative on unexposed surface etc. complete with:
14.30.1 Sal wood.
14.30.2 Hollock wood.

14.31 Providing and fixing bright finished brass single acting spring hinges with
necessary brass screws etc. complete :
14.31.1 150 mm .
14.31.2 125 mm .

14.31.3 100 mm .
14.32 Providing and fixing bright finished brass double acting spring hinges with
necessary brass screws etc. complete :
14.32.1 150 mm
14.32.2 125 mm
14.32.3 100 mm
14.33 Providing and fixing bright finished brass flush bolts with necessary brass
screws etc. complete :

14.33.1 250 mm
14.33.2 150 mm
14.33.3 100 mm
14.34 Providing and fixing 150 mm bright finished floor brass door stopper with
rubber cushion, necessary brass screws etc. to suit shutter thickness complete
.
14.35 Providing and fixing bright finished brass hard drawn hooks and eyes :
14.35.1 300 mm
14.35.2 250 mm
14.35.3 200 mm
14.35.4 150 mm
14.35.5 100 mm

14.36 Providing and fixing bright finished brass fan light pivot with necessary brass
screws etc. complete.
14.37 Providing and fixing 300 mm long bright finished brass chain with hook for fan
light including necessary brass screws etc. complete.
14.38 Providing and fixing bright finished brass quadrant stay 300mm long with
necessary brass screws etc. complete.
14.39 Providing and fixing bright finished brass helical door spring (superior quality).

14.40 Providing and fixing chromium plated brass butt hinges with necessary
chromium plated brass screws etc. complete.
14.40.1 125x70x4 mm (ordinary type) .

14.40.2 100x70x4 mm (ordinary type) .

14.40.3 75x65x4 mm (heavy type) .

14.40.4 75x40x2.5 mm (ordinary type) .

14.40.5 50x40x2.5 mm (ordinary type) .
14.41 Providing and fixing 85x42mm chromium plated brass pull bolt lock with
necessary chromium plated brass screws, nuts, bolts and washers etc.
complete.
14.72 Providing and fixing double scaffolding system (cup lock type) on the exterior
side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to
centre, horizontal & vertical tubes joining with cup & lock system with M.S.
tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the
scaffolding for working platform etc. and maintaining it in a serviceable
condition for the required duration as approved and removing it there after.
The scaffolding system shall be stiffened with bracings, runners, connection
with the building etc wherever required for inspectionof work at required
locations with essential safety features for the workmen etc. complete as per
directions and approval of Engineer-in-charge. The elevational area of the
scaffolding shall be measured for payment purpose. The payment shall be
made once irrespective of duration of scaffolding.Note: - This item to be used
for maintenance work judicially, necessary deduction for scaffolding in the
existing item to be done.

14.73 Providing and fixing bright finished brass casement window fasteners or peg
stays to windows/ ventilators with necessary welding and machine screws
etc. complete.
14.74 Providing and fixing 14 mm bright finished brass spring catch to steel centre
hung ventilators with necessary welding and machine screws etc. complete.

14.75 Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and
under, including cutting the patch in proper shape, raking out joints and
preparing plastering the wall surface with white cement based polymer
modified self curing mortar, including disposal of rubbish, all complete as per
the direction of Engineer-In- Charge.

14.75A Cleaning of terrace/loft water storage tank (inside surface area) upto 2000
litre capacity at all heights with coconut brushes, duster etc., removal of silt,
rubbish from the tank and cleaning the tank with fresh water disinfecting with
bleaching powder @ 0.5gm per litre capacity of tank, including marking the
date of cleaning on the side of tank body with the help of stencil and paint
and disposing of malba, all complete as per direction of Engineer-in-Charge.
(The old date already written on tank should be removed with paint remover
or black paint and if date is not written with the stencil or old date is not
removed deduction will be made @ Rs. 0.10 per litre if during cleaning any GI
fittings or ball cock is damaged that is to be repaired by contractor at his own
cost and nothing extra will be paid on this account)
14.76 Cleaning and de-silting of gully trap chamber, including removal of rubbish
mixed with earth etc. and disposal of same, all as per the direction of
Engineer-in-charge.
14.77 Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic
operated high pressure suction cum jetting sewer cleaning machine fitted
with pump having 4000 litres suction capacity and 6000 litres water jetting
tank capacity including skilled operator, supervising engineer etc. for cleaning
and partial de-silting of manholes and de-chocking of sewer lines. De-
chocking and flushing of sewer line from one manhole to another by high
pressure jetting system of 2200 PSI for sewer line from 150mm dia upto
300mm dia for all depth.

14.78 Cleaning of under ground sump, Over Head R.C.C. Tank (independent staging)
including disposal of slit and rubbish, all as per direction of Engineer-in-
Charge. The cleaning shall consist following operations:-
(i) Tank shall be emptied of water by pumping & bottom shall be cleaned of
slit and other deposits.
(ii) Entire surface area of the sump shall then scrubbed thoroughly with wire
brush etc. and pressure washed with water.
(iii) Chlorination of RCC internal surface by liquid chlorine.

(iv) The treated surface shall be dried using air jetting and all loose particles
shall be removal from the surface.
(v) Finally the surface shall be treated with ultraviolet radiation etc. as per
direction of Engineer-in-Charge.
14.79 Disconnecting damaged overhead/terrace PVC water storage tank of any size
from water supply line and removing from the terrace including shifting at
ground level as per direction of Engineer-in- charge.
14.80 Providing & fixing White vitreous china water closet squatting pan (Indian
type) along with "S" or "P" trap including dismantling of old WC seat and "S"
or "P" trap at site complete with all operations including all necessary
materials, labour and disposal of dismantled material i/c malba, all complete
as per the direction of Engineer-in charge.

14.80.1 Long pattern W.C Pan of size 580x440 mm

14.80.2 Orissa pattern W.C Pan of size 580x440 mm
14.81 Cutting holes of required size in brick masonry wall for fixing of exhaust fan
including providing and fixing 300 mm dia PVC pipe conforming BIS-12818
and making good the same etc. complete as per direction of Engineer-in-
charge.

14.82 Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c
malba all complete as per directions of Engineer-in- Charge.
14.83 Hacking of CC flooring including cleaning for surface etc. complete as per
direction of the Engineer-in-Charge.
14.84 Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantled pipes
(within 50 metres lead) as per direction of Engineerin-Charge.
(a) Internal Work- Exposed on wall
14.85 Taking out existing wooden door shutter, repair by cutting, painting etc. and
refixing of repaired door shutters to existing door frames, including
replacement of hinges with screws, etc. as required, all complete as per the
direction of the Engineer-in-charge.

14.86 Providing and laying in situ seven course water proofing treatment with APP
(Atactic poly-propylene) modified Polymeric membrane over roof consisting
of first coat of bitumen primer @ 0.40Kg per sqm, 2nd, 4th & 6th courses of
bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen
of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing
membrane APP modified Polymeric membrane 1.5mm thick of 2.25 Kg/sqm
weight consisting of five layers prefabricated with centre core as 20micron
HMHDPE film sandwiched on both sides with polymeric mix and the
polymeric mix is protected on both side with 20micron HMHDPE film.

7th, the top most layer shall be finished with brick tiles of class designation 10
grouted with cement mortar 1:3(1cement:3 fine sand) mixed with 2% integral
water proofing compound by weight of cement over a 12mm layer of cement
mortar 1:3 (1 cement: 3 fine sand) and finished neat ( item of laying brick tiles
shall be paid for separately).

14.87 Providing and laying in situ five course water proofing treatment with APP
(Atactic Polypropylene) modified Polymeric memberane over roof consisting
of first coat of bitumen primer @ 0.40 litre per sqm, 2nd & 4th courses of
bonding material @ 1.20 kg/sqm, which shall consist of blown type bitumen
of grade 85/25 conforming to IS : 702, 3rd layer of roofing membrane APP
modified Polymeric membrane 2.0 mm thick of 3.00 Kg/ sqm weight
consisting of five layers prefabricated with centre core as 100 micron
HMHDPE film sandwiched on both sides with polymeric mix and the
polymeric mix is protected on both side with 20 micron HMHDPE film. 5th,
the top most layer shall be finished with brick tiles of class designation 10
grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2%
integral water proofing compound by weight of cement over a 12 mm layer of
cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying
brick tiles shall be paid for separately).

7th, the top most layer shall be finished with brick tiles of class designation 10
grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2%
integral water proofing compound by weight of cement over a 12 mm layer of
cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying
brick tiles shall be paid for separately).

14.88 Providing and laying in situ seven course water proofing treatment with APP
(Atactic Polypropylene) modified Polymeric memberane over roof consisting
of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of
bonding material @ 1.20 kg/sqm, which shall consist of blown type bitumen
of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing
membrane APP modified Polymeric membrane 2.0 mm thick of 3.00 Kg/sqm
weight consisting of five layers prefabricated with centre core as 100 micron
HMHDPE film sandwiched on both sides with polymeric mix and the
polymeric mix is protected on both side with 20 micron HMHDPE film.
 7th, the top most layer shall be finished with brick tiles of class designation 10
grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2%
integral water proofing compound by weight of cement over a 12 mm layer of
cement mortar 1:3 ( 1 cement : 3 fine sand) and finished neat (item of laying
brick tiles shall be paid for separately).

14.89 Providing and fixing APP (Atactic Polypropylene Polymer) modified

prefabricated five layer 2 mm thick water proofing membrane , black finished
reinforced with glass fibre matt consisting of a coat of bitumen primer for
bitumen membrane @ 0.40 litre/sqm by the samemembrance manufacture
of density at 25°C, 0.87 - 0.89 kg/ litre and viscocity 70 - 160 cps. Over the
primer coat the layer of membrane shall be laid using Butane torch and
sealing all joints etc., and preparing the surface complete.

The vital physical and chemical parameters of the membrane shall be as

under : Joint strength in longitudinal and transverse direction at 23°C as
350/300 N/ 5 cm. Tear strength in longitudinal and transverse direction as
60/80N. Softening point of membrane not less than 150°C. Cold flexibility
shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying
of membrane shall be got done through the authorised applicator of the
manufacture of membrane.

14.89.1 2mm (for corrugated roof sheets)

14.90 Providing and laying APP (Atactic Polypropylene Polymer) modified
prefabricated five layer, 3 mm thick water proofing membrane, black finished
reinforced with glass fibre matt consisting of a coat of bitumen primer for
bitumen membrane @ 0.40 litre/sqm by the samemembrane manufactured
of density at 25°C, 0.87 - 0.89 kg/litre and viscocity 70 - 160 cps. Over the
primer coat the layer of membrane shall be laid using butane torch and
sealing all joints etc., and preparing the surface complete. The vital physical
and chemical parameters of the membrane shall be as under : Joint strength
in longitudinal and transverse direction at 23°C as 350/300 N/5 cm.

Tear strength in longitudinal and transverse direction as 60/80N. Softening

point of membrane not less than 150°C. Cold flexibility shall be upto -2°C
when tested in accordance with ASTM, D - 5147. The laying of membrane
shall be got done through the authorised applicator of the manufacturer of
membrane :

14.90.1 3 mm thick
14.91 Providing and laying APP (Atactic Polypropylene Polymer) modified
prefabricated five layer 3 mm thick water proofing membrane, black finished
reinforced with non-woven polyester matt consisting of a coat of bitumen
primer for bitumen membrane @ 0.40 litre/sqm by the same membrane
manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps.
Over the primer coat the layer of membrane shall be laid using Butane Torch
and sealing all joints etc, and preparing the surface complete.
 The vital physical and chemical parameters of the membrane shall be as
under : Joint strength in longitudinal and transverse direction at 23°C as 650/
450N/ 5cm. Tear strength in longitudinal and transverse direction as
300/250N. Softening point of membrane not less than 150°C. Cold flexibility
shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying
of membrane shall be got done through the authorised applicator of the
manufacturer of membrane :

14.91.1 3 mm thick
14.92 Extra for covering top of membrane with Geotextile, 120 gsm non woven,
100% polyester of thickness 1 to 1.25 mm bonded to the membrane with
intermittent touch by heating the membrane by Butane Torch as per
manufactures recommendation.

14.93 Providing round the clock security guard without gun for watch & ward of
Government premises and its all belongings by deploying neatly dressed
security guards in 8 hour’s shift including necessary T&P like torch, lathi and
uniform etc.complete,as per the direction of Engineer-in-charge.(One job
means 8 hour’s duty).

14.94 Providing round the clock security guard with gun for watch & ward of
Government premises and its all belongings by deploying neatly dressed
security guards in 8 hour’s shift including necessary T&P like torch, lathi and
uniform etc.complete, as per the direction of Engineer-in-charge. (One job
means 8 hour’s duty).

Sub-Head : Dismantling and Demolishing

15.1 Demolishing lime concrete manually/ by mechanical means and disposal of

material within 50 metres lead as per direction of Engineer in-charge
15.2 Demolishing cement concrete manually/ by mechanical means including
disposal of material within 50 metres lead as per direction of Engineer - in -
charge.
15.2.1 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
15.2.2 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)
15.3 Demolishing R.C.C. work manually/ by mechanical means including stacking of
steel bars and disposal of unserviceable material within 50 metres lead as per
direction of Engineer - in- charge.
15.4 Demolishing R.B. work manually/ by mechanical means including stacking of
steel bars and disposal of unserviceable material within 50 metres lead as per
direction of Engineer-in- charge.
15.5 Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C.
or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or
R.B. work) as per direction of Engineer in-charge.
15.6 Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or
R.B. work.
15.7 Demolishing brick work manually/ by mechanical means including stacking of
serviceable material and disposal of unserviceable material within 50 metres
lead as per direction of Engineer-in-charge..
15.7.1 In mud mortar
15.7.2 In lime mortar with old mughal bricks
15.7.3 In lime mortar
15.7.4 In cement mortar
15.8 Removing mortar from bricks and cleaning bricks including stacking within a
lead of 50 m (stacks of cleaned bricks shall be measured):
15.8.1 From brick work in mud mortar
15.8.2 From brick work in lime mortar
15.8.3 From brick work in cement mortar

15.9 Demolishing stone rubble masonry manually/ by mechanical means including

stacking of serviceable material and disposal of unserviceable material within
50 metres lead as per direction of Engineer-in-charge :

15.9.1 In lime mortar

15.9.2 In cement mortar

15.10 Dismantling dressed stone work ashlar face stone work, marble work or
precast concrete work manually/ by mechanical means including stacking of
serviceable and disposal of unserviceable material within 50 metres lead as
per direction of Engineer-in-charge :

15.10.1 In lime mortar

15.10.2 In cement mortar

15.11 Removing mortar from and cleaning stones and concrete articles (net
quantity of stacks of cleaned materials will be measured):
15.11.1 In lime mortar
15.11.2 In cement mortar
15.12 Dismantling doors, windows and clerestory windows (steel or wood) shutter
including chowkhats, architrave, holdfasts etc. complete and stacking within
50 metres lead :
15.12.1 Of area 3 sq. metres and below
15.12.2 Of area beyond 3 sq. metres
15.13 Taking out doors, windows and clerestory window shutters (steel or wood)
including stacking within 50 metres lead:

15.13.1 Of area 3 sq. metres and below

15.13.2 Of area beyond 3 sq. metres

15.14 Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres
span and 5 metres height including stacking the material within 50 metres
lead :
15.14.1 Of sectional area 40 square centimetres and above.

15.14.2 Of sectional area below 40 square centimetres.

15.15 Extra for dismantling trusses, rafters, purlins etc. of wood work for every
additional span of one metre or part thereof beyond 10 metres :
15.15.1 Of sectional area 40 square centimetres and above

15.15.2 Of sectional area below 40 square centimetres

15.16 Extra for dismantling trusses, rafters, purlins etc. of wood work for every
additional height of one metre or part thereof beyond 5 metres :
15.16.1 Of sectional area 40 square centimetres and above.

15.16.2 Of sectional area below 40 square centimetres.

15.17 Dismantling steel work in single sections including dismembering and stacking
within 50 metres lead in:
15.17.1 R.S. Joists
15.17.2 Channels, angles, tees and flats
15.18 Dismantling steel work in built up sections in angles, tees, flats and channels
including all gusset plates, bolts, nuts, cutting rivets, welding etc. including
dismembering and stacking within 50 metres lead.
15.19 Dismantling steel work manually/ by mechanical means in built up sections
without dismembering and stacking within 50 metres lead as per direction of
Engineer-in-charge
15.20 Extra for dismantling trusses, rafters, purlins etc. of steel work for every
additional span of one metre or part thereof beyond 10 metres
15.21 Extra for dismantling trusses, rafters, purlins etc. of steel work for every
additional height of one metre or part thereof beyond 5 metres.
15.22 Extra for marking of structural steel work required to be re-erected.

15.23 Dismantling tile work in floors and roofs laid in cement mortar including
stacking material within 50 metres lead.

15.23.1 For thickness of tiles 10 mm to 25 mm

15.23.2 For thickness of tiles above 25 mm and up to 40 mm

15.24 Demolishing dry brick pitching in floors, drains etc. including stacking of
serviceable material and disposal of unserviceable material within 50 metres
lead :
15.25 Dismantling stone slab flooring laid in cement mortar including stacking of
serviceable material and disposal of unserviceable material within 50 metres
lead
15.26 Demolishing brick tile covering in terracing including stacking of serviceable
material and disposal of unserviceable material within 50 metres lead.
15.27 Demolishing mud phaska in terracing and disposal of material within 50
metres lead. .
15.28 Dismantling roofing including ridges, hips, valleys and gutters etc., and
stacking the material within 50 metres lead of:
15.28.1 G.S. Sheet
15.28.2 Asbestos cement sheet

15.29 Dismantling stone slab roofing over wooden karries or R.C.C. battens
(dismantling karries and battens to be paid for separately), including stacking
of serviceable material and disposal of unserviceable material within 50
metres lead.

15.30 Dismantling jack arch roofing and floors including stacking of serviceable
material and disposal of unserviceable material within 50 metres lead.
15.31 Dismantling tiled roofing with battens, boarding etc. complete including
stacking of serviceable material and disposal of unserviceable material within
50 metres lead.
15.32 Demolishing thatch roofing including mats, bamboo, jaffari etc. complete
including stacking of serviceable material and disposal of unserviceable
material within 50 metres lead.
15.33 Dismantling wooden ballies in posts and struts including stacking within 50
metres lead.
15.34 Dismantling and stacking within 50 metres lead, fencing posts or struts
including all earth work and dismantling of concrete etc. in base of:
15.34.1 T’ or ‘L’ iron or pipe
15.34.2 R.C.C.
15.35 Cutting ballies or wooden posts of fencing at the point of projection above
the concrete or ground and stacking the same within 50 metres lead.
15.36 Dismantling barbed wire or flexible wire rope in fencing including making rolls
and stacking within 50 metres lead.
15.37 Dismantling wooden trellis work excluding frames but including stacking the
serviceable material within 50 metres lead..
15.38 Dismantling expanded metal or I.R.C. fabrics with necessary battens and
beading including stacking the serviceable material within 50 metres lead.
15.39 Dismantling wooden boardings in lining of walls and partitions, excluding
supporting members but including stacking within 50metres lead :
15.39.1 Up to 10 mm thick
15.39.2 Thickness above 10 mm up to 25 mm
15.39.3 Thickness above 25 mm up to 40 mm
15.40 Dismantling precast concrete or stone slabs in walls, partition walls etc.
including stacking within 50 metres lead :
15.40.1 Thickness up to 40 mm
15.40.2 Thickness above 40 mm up to 75 mm

15.41 Dismantling cement asbestos or other hard board ceiling or partition walls
including stacking of serviceable materials and disposal of unserviceable
materials within 50 metres lead.
15.42 Dismantling C.I. or asbestos rain water pipe with fittings and clamps including
stacking the material within 50 metres lead :
15.42.1 75 to 80 mm dia pipe.
15.42.2 100 mm dia pipe

15.42.3 150 mm dia pipe

15.43 Dismantling manually/ by mechanical means including stacking of serviceable
material and disposal of unserviceable material within 50 metres lead as per
direction of Engineer-in-charge :
15.43.1 Water bound macadam road
15.43.2 Bituminous road
15.44 Dismantling G.I. pipes (external work) including excavation and refilling
trenches after taking out the pipes, manually/ by mechanical means including
stacking of pipes within 50 metres lead as per direction of Engineer-in-
charge :

15.44.1 15 mm to 40 mm nominal bore

15.44.2 Above 40 mm nominal bore

15.45 Dismantling C.I. pipes including excavation and refilling trenches after taking
out the pipes, manually/ by mechanical means breaking lead caulked joints,
melting of lead and making into blocks including stacking of pipes & lead at
site within 50 metre lead as per direction of Engineer-in-charge:

15.45.1 Up to 150 mm diameter

15.45.2 Above 150 mm dia up to 300 mm dia.

15.45.3 Above 300 mm diameter

15.46 Dismantling steel cylinder R.C. pipes including excavation and refilling
trenches after taking out the pipes, manually/ by mechanical means breaking
lead caulked joints, melting of lead and making into blocks including stacking
of pipes & lead at site within 50 metres lead as per direction of Engineer-in-
charge :

15.46.1 Up to 600 mm diameter

15.46.2 Above 600 mm diameter

15.47 Dismantling asbestos cement pressure pipes including excavation and refilling
trenches after taking out the pipes manually/ by mechanical means and
stacking the pipes within 50 metres lead as per direction of Engineer-in-
charge :

15.47.1 Up to 150 mm diameter

15.47.2 Above 150 mm diameter

15.48 Taking out C.I. cover with frame from R.C.C. top slab of manholes of various
sizes including demolishing of R.C.C. work manually/ by mechanical means
and stacking of useful materials near the site and disposal of unserviceable
materials within 50 metres lead as per direction of Engineer-in-charge.

15.49 Taking out C.I. cover with frame from R.C.C. top slab of inspection chambers
of various sizes including demolishing of R.C.C. work manually/ by mechanical
means and stacking of useful materials near the site and disposal of
unserviceable materials within 50 metres lead as per direction of Engineer-in-
charge.

15.50 Dismantling of R.C.C. spun vent shaft including excavating the cement
concrete pit completely, taking out the shaft, refilling the excavated gap,
stacking the useful materials near the site and disposal of unserviceable
materials within 50 metres lead.

15.51 Dismantling of road gully chamber of various sizes including C.I. grating with
frame including stacking of useful materials near the site and disposal of
unserviceable materials within 50metres lead including refilling the excavated
gap.

15.52 Dismantling of flushing cistern of all types (C.I./PVC/Vitreous China) including

stacking of useful materials near the site and disposal of unserviceable
materials within 50 metres lead.
15.53 Dismantling of C.I. sluice valve including stacking of useful materials within a
lead of 50 metres

15.53.1 Up to 150 mm diameter

15.53.2 Above 150 mm diameter

15.54 Dismantling of spindle fire hydrant including stacking of useful materials

within 50 metres lead.
15.55 Dismantling of cement concrete platform along with curtain walls and base
concrete etc. including stacking of useful materials near the site and disposal
of unserviceable materials within 50 metres lead :
15.55.1 120 x 120 cm (outside to outside)
15.55.2 210 x 120 cm (outside to outside)

15.55.3 320 x 120 cm (outside to outside)

15.56 Dismantling old plaster or skirting raking out joints and cleaning the surface
for plaster including disposal of rubbish to the dumping ground within 50
metres lead.

15.57 Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and
false ceiling including disposal of unserviceable material and stacking of
serviceable material with in 50 meters lead as directed by Engineer-in-charge.

15.58 Demolishing R.C.C. work by mechanical means and stockpiling at designated

locations and disposal of dismantled materials up to a lead of 1 kilometre,
stacking serviceable and unserviceable material separately including cutting
reinforcement bars.

15.59 Dismantling of flexible pavement (bituminous courses) by mechanical means

and disposal of dismantled material up to a lead of 1 kilometre, as per
direction of Engineer-in-charge.

15.60 Disposal of building rubbish / malba / similar unserviceable, dismantled or

waste materials by mechanical means, including loading, transporting,
unloading to approved municipal dumping ground or as approved by
Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts
involved.
 Sub-Head : Road Work

16.1 Preparation and consolidation of sub grade with power road roller of 8 to 12
tonne capacity after excavating earth to an average of 22.5 cm depth,
dressing to camber and consolidating with road roller including making good
the undulations etc. and re- olling the sub grade and disposal of surplus
earthwith lead upto 50 metres.

16.2 Extra for compaction of earth work in embankment under optimum moisture
conditions to give at least 95% of the maximum dry density (proctor density).

16.3 Supplying and stacking at site.

16.3.1 90 mm to 45 mm size stone aggregate.

16.3.2 63 mm to 45 mm size stone aggregate.

16.3.3 53 mm to 22.4 mm size stone aggregate.

16.3.4 Over burnt (Jhama) brick aggregate 120 mm to 40 mm.

16.3.5 Over burnt (Jhama) brick aggregate 90 mm to 45 mm.

16.3.6 Stone screening 13.2 mm nominal size (Type A).

16.3.7 Stone screening 11.2 mm nominal size (Type B).

16.3.8 Red bajri

16.3.9 Good earth.
16.3.10 Moorum.
16.4 Laying, spreading and compacting stone aggregate of specified sizes to WBM
specifications in uniform thickness, hand picking, rolling with 3 wheeled
road / vibratory roller 8-10 tonne capacity in stages to proper grade and
camber, applying and brooming requisite type of screening / binding material
to fill up interstices of coarse aggregate, watering and compacting to the
required density

16.5 Laying water bound macadam sub-base with brick aggregate and binding
material, earth etc. including screening, sorting and spreading to template
and consolidation with light power road-roller etc. complete.(payment for
brick aggregate and moorum etc. to be made separately)

16.5.1 Over burnt (Jhama) brick aggregate 120 mm to 40 mm.

16.5.2 Over burnt (Jhama) brick aggregate 90 mm to 45 mm.
16.6 Supplying, stacking and Spreading 6 mm thick red bajri, watering and rolling
complete including preparation of the surface and rolling.
16.6.1 With road roller/ hand roller.
16.7 Brick edging in full brick width and half brick depth including excavation,
refilling and disposal of surplus earth lead upto 50 metres.
16.7.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

16.8 Brick edging laid lengthwise with half brick depth including excavation,
refilling and disposal of surplus earth lead upto 50 metres :
16.8.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

16.9 Scarifying metalled (water-bound) road surface including disposal of rubbish,

lead upto 50m and consolidation of the aggregate received from scarifying
with power road roller of 8 to 10 tonne capacity.
16.10 Making bajri path including preparation of sub grade, supplying and laying
brick aggregate of 50mm nominal size 7.5 cm deep with binding material
consisting of 12 mm moorum and 12 mm red bajri consolidated with road
roller.

16.11 Dry stone pitching 22.5 cm thick including supply of stones and preparing
surface complete.
16.12 Dry brick pitching half brick thick in drains including supply of bricks and
preparing the surface complete :
16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

16.13 Cutting road and making good the same including supply of extra quantities of
materials i.e. aggregate, moorum screening, red bajri and labour required.

16.13.1 bituminous portion

16.13.2 Water bound macadam.
16.14 Cutting bajri paths and making good the same including supply of extra
quantities of brick aggregate, moorum and red bajri required.
16.15 Supplying at site :
16.15.1 R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarse
sand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or
6mm bar nibs wherever required as per direction of Engineer-in-charge (cost
of earth works in excavation, concrete works in foundation to be paid
separately).

16.15.2 Welded steel wire fabric of required width having rectangular mesh painted
with two or more coats of enamel paint of approved shade over a coat of
primer (Priming & Painting to be paid for separately).
16.16 Supplying and fixing turn buckles and straining bolts for barbed wire fencing.

16.17 Fencing with R.C.C. post placed at required distance, embedded in cement
concrete blocks, every 15th post, last but one end post and corner post shall
be strutted on both sides and end post one side only, provided with
horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100
metres (minimum), between the two posts fitted and fixed with G.I. staples
on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting
the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for
separately) :- Payment to be made per metre cost of total length of barbed
wire used.

16.17.1 With G.I. barbed wire

16.18 Fencing with angle iron post placed at required distance embedded in cement
concrete blocks, every 15th post, last but one end post and corner post shall
be strutted on both sides and end post on one side only and provided with
horizontal lines and two diagonals interwoven with horizontal wires, of
barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts
fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts,
struts, earth work and concrete work to be paid for separately). Payment to
be made per metre cost of total length of barbed wire used.

16.18.1 With G.I. barbed wire

16.19 Supplying at site Angle iron post & strut of required size including bottom to
be split and bent at right angle in opposite direction for 10 cm length and
drilling holes upto 10 mm dia. etc. complete.
16.20 Welded steel wire fabric fencing with posts of specified material and of
standard design placed and embedded in cement concrete blocks 45x45x 60
cm of mix 1:5:10 (1 cement:5 fine sand : 10 graded stoneaggregate 40 mm
nominal size), every 15th post, last but one end post and corner post shall be
strutted on both sides and end post on one side only and struts embedded in
cement concrete blocks 70x45x50 cm of the same mix, provided with welded
steel wire fabricfixed between the posts fitted and fixed with G.I. staples on
wooden plugs or tied to 6 mm bar nibs with G.I. binding wire (cost of posts,
welded steel wire fabric, painting, earth work in excavation and concrete to
be paid for separately).
16.21 Engraving letters in hard stone
16.22 Providing and fixing 15x15x90cm boundary stone of hard stone with top 30
cm chisel dressed on all four sides including top (cost of excavation, refilling
and concrete etc. to be paid for separately).
16.23 Providing and fixing 15cm dia at top, 20cm at bottom and 90cm high precast
reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded
stone aggregate 20mm nominal size) boundary stone as per standard design
including finishing smooth with cement mortar 1:3 (1 cement : 3 fine sand)
(cost of excavation, refilling and concreting to be paid for separately).

16.24 Providing and fixing precast reinforced cement concrete 1:1.5:3 (1 cement :
1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) kilo metre
stone as per standard design including finishing smooth in 1:3 cement
mortar(1 cement : 3 fine sand) but excluding the cost of earth work, concrete
in foundation, painting and lettering etc. which shall be paid for separately.

16.24.1 35x111x25 cm size.

16.24.2 50x152.5x25 cm size.
16.24.3 35x93.5x18 cm size.
16.25 Surface dressing on new surface with paving bitumen of grade VG - 10 of
approved quality using 2.25 kg of bitumen per sqm with 1.65 cum of stone
chippings 13.2 mm nominal size per 100 sqm of road surface, including
consolidation with road roller of 6 to 8 tonne capacity etc. complete:

16.26 Surface dressing on new surface in two coats with bitumen of grade VG -10 of
approved quality using 1.8 kg of bitumen per sqm with 1.5 cum of stone
chippings 13.2 mm nominal size per 100 sqm of road surface for first coat and
1.1 kg. of bitumen per sqm with 1.00 cu. metre of stone chippings 11.2 mm
nominal size per 100 sqm of road surface for second coat, including
consolidation of each coat separately with road roller of 6 to 8 tonne capacity
etc. complete.

16.27 Surface dressing on old surface with hot bitumen of grade VG - 10 of

approved quality using 1.95 kg of bitumen per sqm. with 1.50 cum of stone
chippings 11.2 mm nominal size per 100 sqm of road surface including
consolidation with road roller of 6 to 8 tonne capacity, etc. complete.

16.28 Surface dressing one coat on new surface with bitumen of specified grade at
a rate of 1.95 kg/sqm. of surface area with 1.5 cum. of stone chippings
13.2mm nominal size per 100 sqm. of road surface including consolidation
with road roller of 6 to 8 tonne capacity , etc. complete :

16.28.1 Using bitumen emulsion (minimum 50% bitumen content - RS grade

conforming to IS : 8887).
16.29 Surface dressing one coat on old surface with bitumen of specified grade at
the rate of 1.22 kg/ sqm of surface area with 1.10 cum of stone chippings 11.2
mm nominal size per 100 sqm. of road surface including consolidation with
road roller of 6 to 8 tonne capacity etc. complete :

16.29.1 Using bitumen emulsion (minimum 50% bitumen content - RS grade

conforming to IS : 8887).
16.30 Providing and applying tack coat using hot straight run bitumen of grade VG -
10 including heating the bitumen, spraying the bitumen with mechanically
operated spray unit fitted on bitumen boiler, cleaning and preparing the
existing road surface as per specifications :

16.30.1 On W.B.M. @ 0.75 Kg / sqm.

16.30.2 On bituminous surface @ 0.50 Kg / sqm.
16.31 Providing and applying tack coat using bitumen emulsion conforming to IS:
8887, using emulsion pressure distributer including preparing the surface &
cleaning with mechanical broom.
16.31.1 With rapid setting bitumen emulsion.
16.31.1.1 On W.B.M / W.M.M. @ 0.4kg/sqm.
16.31.1.2 On bituminous surface @ 0.25kg/sqm.
16.31.2 With medium setting bitumen emulsion.
16.31.2.1 On W.B.M / W.M.M. @ 0.4kg/sqm.
16.31.2.2 On bituminous surface @ 0.25kg/sqm.
16.32 2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of
13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg
of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size
respectively, including a tack coat with hot straight run bitumen, including
consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack
coat to be paid for separately).

16.32.1 With paving Asphalt grade VG - 10 heated and then mixed with solvent at the
rate of 70 grams per kg of asphalt.
16.32.2 With paving Asphalt grade VG - 30 with no solvent
16.32.3 With Refinery Modified Bitumen CRMB 55 conforming to IRC: SP: 53.
16.33 2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone
chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg
and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2
mm size respectively, including a tack coat with hot straight run bitumen,
including consolidation with road roller of 6 to 9 tonne capacity etc. complete
(tack coat to be paid for separately).

16.33.1 With paving Asphalt grade VG - 10 heated and then mixed with solvent at the
rate of 70 grams per kg of asphalt.
16.33.2 With paving Asphalt grade VG - 30 with no solvent
16.33.3 With Refinery Modified Bitumen CRMB 55 conforming to IRC: SP: 53.
16.34 2 cm premix carpet surfacing with 2.4 cum of stone chippings 11.2 mm
nominal size per 100 sqm and bitumen emulsion (medium setting min. 65%
bitumen content) complying with IS : 8887, using 96 kg per cum of chippings,
including consolidation with road roller of 6 to 9 tonne capacity etc.
complete.

16.35 2.5 cm premix carpet surfacing with 3 cum of stone chippings 10 mm nominal
size per 100 sqm and bitumen emulsion (medium setting min. 65% bitumen
contents) complying with IS : 8887, using 96 kg per cum of chippings of road
surface, including consolidation with road roller etc complete.
16.36 Providing and laying Bitumen Penetration Macadam with hard stone
aggregate of quality, size and grading as specified, with bitumen of suitable
penetration grade, including required key aggregate as specified, spreading
coarse aggregate with the help of self propelled/ tipper tail mounted
aggregate spreader and applying bitumen by a pressure distributor and then
spreading key aggregate with the help of aggregate spreader complete,
including consolidation with road roller of minimum 8 to 10 tonne capacity to
achieve specified values of compaction and surface accuracy :

16.36.1 For 50mm compacted thickness using coarse aggregate of size 50-20 mm
graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15
cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm.
16.36.2 For 75 mm compacted thickness in two layers using stone aggregate of size
63-41 mm graded @ 0.90 cum per 10 sqm key aggregate of size 20.0 mm
graded @ 0.18 cum per 10 sqm. With paving asphalt grade VG - 10 @ 68 kg
10 sqm.

16.37 Providing and laying bitumen mastic wearing course (as per specifications)
with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by
using mastic cooker and laid to required level and slope, including providing
antiskid surface with bitumen precoated fine grained hard stone chipping of
approved size at the rate of 0.005 cum per 10 sqm and at approximate
spacing of 10 cm centre to centre in both directions, pressed into surface
protruding 1 mm to 4 mm over mastic surface, including cleaning the surface,
removal of debris etc. all complete. (Considering bitumen using 10.2% as per
MORTH specification).

16.37.1 25mm thick.

16.37.2 40 mm thick
16.38 2.5 cm thick bitumastic sheet with hot bitumen of approved quality, using
stone chippings (60% with 12.5 mm nominal size and 40% with 10 mm
nominal size) @ 1.65 cum per 100 sqm and coarse sand @ 1.65 cum per 100
sqm of road surface and with bitumen @ 56 kg/cum of stone chippings and @
128 kg/cum of sand over a tack coat with hot straight run bitumen, including
consolidation with road roller of 8 to 10 tonne etc. complete. (tack coat to be
paid separately) :

16.38.1 With paving Asphalt grade VG - 10 heated and then mixed with solvent at the
rate of 70 grams per kg of asphalt.
16.38.2 With paving Asphalt grade VG - 30.
16.38.3 With Refinery Modified Bitumen CRMB 55 conforming to IRC: SP : 53.
16.39 4 cm thick bitumastic sheet with hot bitumen of approved quality, using stone
chippings (60% with 12.5 mm nominal size and 40% with 10 mm nominal size)
@ 2.60 cum per 100 sqm and coarse sand @ 2.60 cum per 100 sqm of road
surface and with bitumen @ 56 kg/cum of stone chippings and @ 128 kg/cum
of sand over a tack coat with hot straight run bitumen, including
consolidation with road roller of 8 to 10 tonne etc. complete. (tack coat to be
paid separately) :

16.39.1 With paving Asphalt grade VG - 10 heated and then mixed with solvent at the
rate of 70 grams per kg of asphalt.
16.39.2 With paving asphalt grade VG - 30 with no solvent
16.39.3 With Refinery Modified Bitumen CRMB 55 conforming to IRC: SP : 53.
16.40 Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm
and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of
grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine
aggregate per 100 sqm of road surface, including rolling and finishing with
road roller all complete.

16.41 Providing and laying seal coat over prepared surface of road with bitumen
heated in bitumen boiler fitted with the spray set spraying using 98 kg of
bitumen of grade VG - 10 and blinding surface with 0.90 cum of stone
aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm
sieve) per 100 sqm of road surface, including rolling and finishing with power
road roller all complete. Note: Seal coat items to be operated only with the
prior approval of chief Engineer concerned.

16.42 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate
40 mm nominal size) in pavements, laid to required slope and camber in
panels as required including consolidation finishing and tamping complete.

16.43 Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi
tracks/ runways, using cement content as per design mix, using coarse sand
and graded stone aggregate of 40 mm nominal size in appropriate
proportions as per approved & specified design criteria, providing dowel bars
with sleeve/ tie bars wherever required, laying at site, spreading and
compacting mechanically by using needle and surface vibrators, levelling to
required slope/ camber,finishing with required texture, including steel form
work with sturdy M.S. channel sections, curing, making provision for
contraction/ expansion, construction & longitudinal joints (10 mm wide x 50
mm deep) by groove cutting machine, providing and filling joints with
approved joint filler and sealants, complete all as per direction of Engineer-in-
charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be
paid separately).

Note: Cement content considered in M-30 is @ 340Kg/Cum. Excess/Less

cement used as per design mix is payable, recoverable separately.
16.43.1 Cement concrete prepared with batch mixing machine.
16.43.2 Cement concrete manufactured in automatic batching plant (RMC plant) i/c
transportation to site in transit mixer.
16.44 Extra for providing and mixing hardening compound of approved quality as
per manufacturer's specification in cement concrete.
16.45 Providing and fixing pre-moulded joint filler in expansion joints of RCC roads /
CC pavements after making the joints dust free with high pressure air jet
cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-
moulded joint fillers shall be made of bitumen hot sealing compound
impregnated fibre board having impregnation more than 35%, conforming to
IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade
A.)

16.46 Providing and filling in position rubberized bitumen hot sealing compound for
sealing of expansion joints in roads / pavements all complete as per direction
of the Engineer-in-Charge.
16.46.1 Using grade 'A' sealing compound conforming to IS: 1834.
16.47 Painting runway/taxi track/apron marking with adequate nos of coats to give
uniform finish with road marking paint of superior make as approved by the
Engineer-in-charge, i/c cleaning the surface of all dirt, scales, oil, grease and
other foreign material etc. and lining outcomplete.

16.47.1 New work (Two or more coats)

16.47.2 Old work (One or more coats)
16.48 Painting road surface marking with adequate nos of coats to give uniform
finish with ready mixed road marking paint conforming to IS : 164, on
bituminous surface in white/yellow shade, including cleaning the surface of
all dirt, scales, oil, grease and foreign material etc. complete.

16.48.1 New work (Two or more coats).

16.48.2 Old work (One or more coats)
16.49 Making bell mouth opening/ entrance of size 100x50x50 cm for drainage pipe
under footpath, including providing cement concrete 1:3:6 (1 cement : 3
coarse sand : 6 graded stone aggregate 20 mm nominal size) for shape of bell
mouth, including plastering providing and fixing precast R.C.C./ S.F.R.C. slab
including plastering with cement mortar 1:3 (1 cement : 3 fine sand) of 6 mm
thickness on exposed surface of the slab & bell mouth including centring,
shuttering & neat cement punning inside the bell mouth etc. all complete.

16.50 Providing and fixing Glow studs of size 100x20 mm made of heavy duty body
shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact
polystyrene) or ABS having electronically welded micro- prismatic lens with
abrasion resistant coating as approved by Engineer in charge. The glow stud
shall support a load of 13635 kg tested in accordance with ASTM D4280. The
slope of retro- reflective surface shall be 35 (+/-5) degress to base .The
reflective panels on both sides with at least 12 cm of reflective area up each
side. The luminance intensity should be as per the specification and shall be
tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973.
The studs shall be fixed to the Road surface using the adhesive conforming to
IS, as per procedure recommended by the manufacturer complete and as per
direction of Engineer-in-charge.

16.51 Preparation of sub-base road pavement with commercial dry lime (slaked), fly
ash stabilised soil with a mix of 3% lime, 12% fly ash and 85% local suitable
soil by weight, so as to achieve minimum field C.B.R. of 20, including mixing,
rolling with road roller curing etc. all complete.

16.51.1 Minimum thickness 15 cm.

16.52 Providing and fixing precast lime fly ash concrete blocks 1:2:3:6 (1 lime: 2 fly
ash : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), including
finishing with 10mm thick cement mortar 1:3 (1 cement : 3 coarse sand) in
foot paths, including preparation of sub grade with a hand rammer, laying 10
mm thick leveling course of fine sand (jamuna sand) and filling the joints with
fine sand.
16.53 Providing and fixing concertina coil fencing with punched tape concertina coil
600 mm dia 10 metre openable length ( total length 90 m), having 50 nos
rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y'
shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced
barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal,
including necessary bolts or G.I. barbed wire tied to angle iron, all complete as
per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) /
Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with
tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C.
blocks shall be paid separately)

16.54 Providing and laying Dense Graded Bituminous Macadam using crushed stone
aggregates of specified grading, premixed with bituminous binder and filler,
transporting the hot mix to work site by tippers, laying with paver finisher
equiped with electronic sensor to the required grade, level and alignment and
rolling with smooth wheeled, vibratory and tandem rollers as per
specifications to achieve the desired compaction and density, complete as per
specificatons and directions of Engineer-in-Charge.

16.54.1 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @

5% (percentage by weight of total mix) and lime filler @ 2% (percentage by
weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH
capacity.

16.54.2 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @

5% (percentage by weight of total mix) and lime filler @ 2% (percentage by
weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH
capacity.

16.55 Providing and laying bituminous macadam using crushed stone aggregate of
specified grading premixed with bituminous binder, transported to site by
tippers, laid over a previously prepared surface with paver finisher equipped
with electronic sensor to the required grade, level and alignment and rolling
with smooth wheeled, vibratory and tandem rollers as per specifications to
achieve the desired compaction and density, complete as per specifications
and directions of Engineer-in-Charge.

16.55.1 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @

3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix
Plant of 100-120 TPH capacity.
16.55.2 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @
3.50% (percentage by weight of total mix) prepared in Drum type Hot Mix
plant of 60-90 TPH capacity.
16.56 Providing and laying semi-dense Bituminous concrete using crushed stone
aggregates of specified grading, premixed with bituminous binder and filler,
transporting the hot mix to work site by tippers, laying with paver finisher
equipped with electronic sensor to the required grade, level and alignment
and rolling with smooth wheeled, vibratory and tandem rollers to achieve the
desired compaction and density as per specification, complete and as per
directions of Engineer-in-Charge.
16.56.1 25mm compacted thickness with bitumen of grade VG-30 @ 5% (percentage
by weight of total mix) and lime filler @ 2% (percentage by weight of
Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.

16.56.2 25mm compacted thickness with bitumen of grade VG-30 @ 5% (percentage

by weight of total mix) and lime filler @ 2% (percentage by weight of
Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.

16.57 Providing and laying Bituminous concrete using crushed stone aggregates of
specified grading premixed with bituminous binder and filler, transporting the
hot mix to work site by tippers, laying with paver finisher equipped with
electronic sensor to the required grade, level and alignment and rolling with
smooth wheeled, vibratory and tandem rollers to achieve the desired
compaction and density as per specification, complete and as per directions
of Engineer-in-Charge.

16.57.1 40/50mm compacted thickness with bitumen of grade VG-30 @ 5.5%

(percentage by weight of total mix) and lime filler @ 3% (percentage by
weight of Aggregate) prepared in Batch type Hot Mix Plant of 100-120 TPH
capacity.

16.57.2 40/50mm compacted thickness with bitumen of grade VG-30 @ 5.5%

(percentage by weight of total mix) and lime filler @ 3% (percentage by
weight of Aggregate) and waste plastic additive @ 8% (percentage by weight
of bitumen) prepared in Batch type Hot Mix Plant of 100-120 TPH capacity.

16.57.3 40/50 mm compacted thickness with bitumen of grade PMB-40 @ 5.5%

(percentage by weight of total mix) and lime filler @ 3% (percentage by
weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH
capacity.

16.57.4 40/50 mm compacted thickness with bitumen of grade CRMB-60 @ 5.5%

(percentage by weight of total mix) and lime filler @ 3% (percentage by
weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH
capacity.

16.57.5 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5%

(percentage by weight of total mix) and lime filler @ 3% (percentage by
weight of Aggregate) prepared in drum Type Hot Mix Plant of 60-90 TPH
capacity.

16.57.6 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5%

(percentage by weight of total mix) and lime filler @ 3% (percentage by
weight of Aggregate) and waste plastic additive @ 8% (percentage by weight
of bitumen) prepared in drum Type Hot Mix Plant of 60-90 TPH capacity.

16.57.7 40/50 mm compacted thickness with bitumen of grade PMB-40 @ 5.5%

(percentage by weight of total mix) and lime filler @ 3% (percentage by
weight of Aggregate) prepared in drum Type Hot Mix Plant of 60-90 TPH
capacity
16.57.8 40/50 mm compacted thickness with bitumen of grade CRMB-60 @ 5.5%
(percentage by weight of total mix) and lime filler @ 3% (percentage by
weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH
capacity.

16.59 Manufacturing, supplying and fixing retro reflective sign boards made up of 2
mm thick aluminium sheet, face to be fully covered with high intensity
encapsulated type heat activated retro reflective sheeting conforming to type
- IV of ASTM-D 4956-01 in blue and silver white or other colour combination
including subject matter, message (bi-lingual), symbols and borders etc. as
per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be
activated by applying heat and pressure conforming to class -2 of ASTM-D-
4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20
cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along
with theft resistant measures,

mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical
post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate
of size 100x100x5 mm at the bottom end and including making holes in pipes,
angles flats, providing & fixing M.S. message plate of required size, steel work
to be painted with two or more coats of synthetic enamel paint of required
shade and of approved brand & manufacture over priming coat of zinc
chromate yellow primer (vertical MS-Tee support to be painted in black and
white colours).

Backside of aluminium sheet to be painted with two or more coats of epoxy

paint over and including appropriate priming coat including all leads and lifts
etc. complete as per drawing, specification and direction of Engineer-in-
charge.

16.59.1 Mandatory/ Regulatory sign boards of 900 mm diametre with support length
of 3750 mm

16.59.2 Cautionary /warning sign boards of equilateral triangular shape having each
side of 900 mm with support length of 3650 mm
16.60 Manufacturing, supplying and fixing retro reflective overhead signage boards
made up of 2 mm thick aluminium sheet, face to be fully covered with high
intensity and encapsulated lens type heat activated retro reflective sheeting
conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-
charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue
colour back ground and with high intensity grade, pasted on substrate by
pressure sensitive adhesive backing which shall be activated by applying
pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the
plate of structural frame work by means of suitable sized aluminium alloys,
rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as
well as in two vertical rows along with theft resistant measures, including the
cost of painting with two or more coats of epoxy paint in grey colour on the
back side of aluminium sheet including appropriate priming coat.
 The rate includes the cost of rounding off the corners, lowering down the
structural frame work from the gantry, fixing and erecting the same in
position all complete as per drawings, specification and direction of the
engineer-in charge.(Structural frame work including M.S. plate to be provided
separately. Rectangular area of the sheet only shall be measured for
payment).

16.60.1 Overhead informatory road signage

16.61 Providing Retro-reflective regulatory sign board of size 900 mm dia meter
made out of 2 mm thick aluminium sheet, face to be fully covered with high
intensity encapsulated lens type retro-reflective sheeting as approved by
Engineer-in-charge . Letter, symbols, borders etc. will be as per IRC - 67 with
required colour scheme on the boards and with the high intensity grade A.
The aluminium sheet to be riveted to M.S. frame of angle iron of size 40x40x4
mm. The boards will be fixed to 1 No. 50x50 mm square post made of M.S.
angle 50x50x4 mm, 4 m long welded to the frame with adequate anti-theft
arrangement .Sheet work to be painted with two or more coats of synthetic
enamel paint over an under coat (primer) and back side of aluminium sheet
to be painted with two or more coats of epoxy paint including appropriate
priming coat complete in all respects as per direction of Engineer-in-charge.

16.62 Providing and applying 2.5 mm thick road marking strips (retro-reflective) of
specified shade/ colour using hot thermoplastic material by fully/ semi
automatic thermoplastic paint applicator machine fitted with profile shoe,
glass beads dispenser, propane tank heater and profile shoe heater, driven by
experienced operator on road surface including cost of material, labour, T&P,
cleaning the road surface of all dirt, seals, oil, grease and foreign material etc.
complete as per direction of Engineer-in-charge and accordance with
applicable specifications.

16.63 Providing, laying and making kerb channel 30 cm wide and 50 mm thick with
cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20
mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size,
well rammed and consolidated and grouted with fine sand, including finishing
the top smooth etc. complete and as per direction of Engineer-in-charge.

16.64 Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40
mm thick nominal size including spreading, well ramming, consolidating and
grouting with jamuna sand, including finishing smooth etc. complete as per
direction of Engineer-in-charge.

16.65 Providing and fixing post delineators made of ABS round body fitted with 2
nos 100 mm dia high reflective reflectors and mounted on MS pipe of 65 mm
dia duly powder coated anti-rust and anti theft steel to be installed as per
direction of Engineer-in-charge.

16.66 Excavating holes upto 0.10 cum, including getting out the excavated soil, then
returning the soil as deported in layers not exceeding 20 cm in depth,
including consolidating and deposited layer by ramming watering etc.,
disposing of surplus excavated soil as directed with in a lead of 50 mm and lift
upto 1.5 m.
16.66.1 All kind of soil.
16.67 Providing and fixing at or near ground level factory made RCC pavement slab
of M-30 grade of size 450x450x50 mm, including reinforcement with 6 mm
dia M.S. bars 4 nos on each side, including setting in position in footpath to
the required level and line over a bed of 20 mm average thick cement mortar
1:5 (1 cement : 5 coarse sand), having joint thickness not more than 5mm
except on curve, including filling of joints with same cement mortar and
making grooves etc. complete as per direction of Engineer-in-charge.

16.68 Providing and laying 60mm thick factory made cement concrete interlocking
paver block of M -30 grade made by block making machine with strong
vibratory compaction, of approved size, design & shape, laid in required
colour and pattern over and including 50mm thick compacted bed of coarse
sand, filling the joints with fine sand etc. all complete as per the direction of
Engineer-in-charge.

16.69 Providing and laying at or near ground level factory made kerb stone of M-25
grade cement concrete in position to the required line, level and curvature,
jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making
joints with or without grooves (thickness of joints except at sharp curve shall
not to more than 5mm), including making drainage opening wherever
required complete etc. as per direction of Engineer-in-charge (length of
finished kerb edging shall be measured for payment). (Precast C.C. kerb stone
shall be approved by Engineer-in-charge).

16.70 Providing and fixing G.I. chain link fabric fencing of required width in mesh
size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and
washers as required complete as per the direction of Engineer-in-charge.

16.70.1 Made of G.I. wire of dia 4 mm

16.70.2 Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than
5 mm in required colour and shade
16.71 Providing and fixing G.I. chain link fabric fencing of required width in mesh
size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2
mm dia wire or nuts, bolts and washers as required complete as per the
direction of Engineer-in-charge.

16.72 Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site.

16.73 Dry stone pitching 22.5 cm thick laid in courses and required profile with
hammer dressed stones having no side less than 15 cm, with minimum depth
of 20 cm including preparing the bedding surface etc. all complete. (Payment
for Stone to be made separately).

16.74 75 mm thick back filling for pitching including supplying of required materials
and consolidation etc. complete with :
16.74.1 Moorum
16.74.2 Stone aggregate 20mm nominal size
16.74.3 Stone aggregate 40mm nominal size
16.75 Providing and laying C.C. pavement of mix M-25 with ready mixed concrete
from batching plant. The ready mixed concrete shall be laid and finished with
screed board vibrator , vacuum dewatering process and finally finished by
floating, brooming with wire brush etc. complete as per specifications and
directions of Engineer-in charge. (The panel shuttering work shall be paid for
separately). (Note:- Cement content considered in this item is @ 330 kg/cum.
Excess/less cement used as per design mix is payable/ recoverable
separately).

16.76 Deduct for using of M-20 grade concrete instead of M-25 grade concrete in
C.C. pavement.
16.77 Scarifying the existing bituminous road surface to a depth of 50 mm and
disposal of scarified material within all lifts and lead upto 1km (by mechanical
means).
16.78 Construction of granular sub-base by providing close graded Material
conforming to specifications, mixing in a mechanical mix plant at OMC,
carriage of mixed material by tippers to work site, for all leads & lifts,
spreading in uniform layers of specified thickness with motor grader on
prepared surface and compacting with vibratory power roller to achieve the
desired density, complete as per specifications and directions of Engineer-in-
Charge.

16.78.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having
CBR Value-30
16.78.2 With material conforming to Grade-II (size range 53 mm to 0.075 mm) having
CBR Value-25
16.78.3 With material conforming to Grade-III(size range 26.5 mm to 0.075 mm)
having CBR Value-20
16.79 Providing, laying, spreading and compacting graded stone aggregate (size
range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification
including premixing the material with water at OMC in for all leads & lifts,
laying in uniform layers with mechanical paver finisher in sub- base / base
course on well prepared surface and compacting with vibratory roller of 8 to
10 tonne capacity to achieve the desired density, complete as per
specifications and directions of Engineer-in-Charge.

16.80 Construction of dry lean cement concrete sub base over a prepared sub-grade
with coarse and fine aggregate conforming to IS:383, the size of coarse
aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1,
aggregate gradation after blending to be as per specifications, cement
content not to be less than 150 Kg/cum, optimum moisture content to be
determined during trial length construction, concrete strength not to be less
than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all
leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne
vibratory roller, finishing and curing etc. complete as per direction of
Engineer-in-charge.
16.81 Providing and erecting 2.00 metre high temporary barricading at site; each
panel of size 2.50m x 2.00m made of 40x40x6 mm angle iron or 50x50x3 mm
hollow MS tube posts/ horizontal members/ bracings covered with 1.63 mm
thick MS sheet. The sheet shall be fixed with 30x5 mm MS flat by suitable
welding / riveting. The panels shall be made so that gap of 50 cm above the
ground is available making over all height as 2.50m. MS channel ISLC 75 @
5.70 kg/m, 50 cm long shall be provided at the bottom having oval shaped
holes of size 50x25 mm at both ends with 50 cm long MS angle 40x40x6 mm
bracing.

Suitable arrangement shall be made to fix the barricading to avoid from

overturning by providing 250 mm long expansion fasteners at both ends.
The work shall be executed as per drawing/ direction of Engineer-in-Charge
which includes writing and painting, arrangement for traffic diversion such as
traffic signals during construction at site for day and night, glow lamps,
reflective signs, marking, flags, caution tape as directed by the Engineer-in-
Charge. The barricading provided shall be retained in position at site
continuously i/c shifting of barricading from one location to another location
as many times as required during the execution of the entire work till its
completion. Rate include its maintenance for damages, painting, all
incidentals, labour, materials, equipments and works required to execute the
job. The barricading shall not be removed without prior approval of Engineer-
in-Charge.

(Note :- One time payment shall be made for providing barricading from start
of work till completion of work i/c shifting. The barricading provided shall
remain to be the property of the contractor on completion of the work).

16.82 Taking out existing kerb stones of all types from footpath/ central verge,
including removal of mortar etc., disposal of unserviceable material to the
dumping ground, for which payment shall be made separately and stacking of
serviceable material within 50 metre lead as per direction of Engineer-in-
Charge.

16.83 Taking out existing CC interlocking paver blocks from footpath/ central verge,
including removal of rubbish etc., disposal of unserviceable material to the
dumping ground, for which payment shall be made separately and stacking of
serviceable material within 50 metre lead as per direction of Engineer-in-
Charge.

16.84 Laying old cement concrete interlocking paver blocks of any design/ shape
laid in required line, level, curvature, colour and pattern over and including 50
mm thick compacted bed of coarse sand, filling the joints with fine sand etc.
all complete as per the direction of Engineer in-charge. (Old CC paver blocks
shall be supplied by the department free of cost).
16.85 Laying at or near ground level old kerb stones of all types in position to the
required line, level and curvature, jointed with cement mortar 1:3 (1 cement :
3 coarse sand), including making joints with or without grooves (thickness of
joints, except at sharp curve, shall not be more than 5 mm), including making
drainage opening wherever required etc. complete as per direction of
Engineer -in-charge. (Length of finished kerb edging shall be measured for
payment). (Old kerb stones shall be supplied by the department free of cost).

16.86 Providing and laying gang saw cut 18 mm thick, mirror polished pre-moulded
and pre polished machine cut granite stone of required size and shape of
approved shade, colour and texture in footpath, flooring in road side plazas
and similar locations, laid over 20mm thick base of cement mortar 1:4
(1cement : 4 coarse sand) including grouting the joints with white cement
mixed with matching pigment, epoxy touch ups etc. complete as per direction
of Engineer-in-Charge.

16.86.1 With granite stone of area less than 0.50 sqm.

16.87 Providing and laying gang saw cut 30 mm thick, mirror polished pre moulded
and pre polished machine cut granite stone of required size and shape of
approved shade, colour and texture in footpath, flooring in road side plazas
and similar locations, laid over 20mm thick base of cement mortar 1:4 (1
cement : 4 coarse sand) including grouting the joints with white cement
mixed with matching pigment, epoxy touch ups etc. complete as per direction
of Engineer-in-Charge.

16.87.1 With granite stone of colour black, cherry/ruby red of area less than 0.50 sqm

16.87.2 With granite stone of all colour except black, cherry/ruby red of area less than
0.50 sqm
16.88 Providing and laying matt finished vitrified tile of size 100x100x16mm having
water absorption less than 0.5% and conforming to IS: 15622 of approved
make in all colours and shades in out door floors such as footpath, court yard
multi models etc., laid on 20mm thick base of cement mortar 1:4 (1cement : 4
coarse sand) in all shapes &patterns including grouting the joints with white
cement mixed with matching pigments etc. complete as per direction of
Engineer-in-Charge

16.89 Providing and laying matt finished vitrified tile of size 300x300x9.8mm having
water absorption less than 0.5% and conforming to IS: 15622 of approved
make in all colours and shades in outdoor floors such as footpath, court yard,
multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1
cement : 4 coarse sand) in all shapes & patterns including grouting the joints
with white cement mixed with matching pigments etc. complete as per
direction of Engineer-in-Charge.
16.90 Providing and laying tactile tile (for vision impaired persons as per standards)
of size 300x300x9.8mm having water absorption less than 0.5% and
conforming to IS: 15622, of approved make in all colours and shades in
outdoor floors such as footpath, court yard, multi modals location etc., laid on
20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all
shapes & patterns including grouting the joints with white cement mixed with
matching pigments etc. complete as per direction of Engineer-in-Charge.

16.91 Providing and laying factory made chamfered edge Cement Concrete paver
blocks In foot path, park & lawns driveway or light & traffic parking etc. of
required strength, thickness & size/ shape, made by table vibratory method
using PU mould, laid in required colour & pattern over 50mm thick
compacted bed of course sand, compacting and proper embedding/ laying of
inter locking paver blocks into the sand bedding layer through vibratory
compaction by using plate vibrator, filling the joints with sand and cutting of
paver blocks as per required size and pattern, finishing and sweeping extra
sand, all complete as per manufacturer's specifications & direction of
Engineer in-Charge.

16.91.1 60mm thick Cement concrete paver block of M-35 grade with approved
colour, design & pattern
16.91.2 80mm thick Cement concrete paver block of M-30 grade with approved
colour, design & pattern.
16.92 Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel
dressed on top, for paving in floors, drains etc. laid over 20mm thick base
mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same
mortar including ruled pointing etc. complete as per direction of engineer-in-
charge.

16.93 Providing and placing in position 100 mm thick factory made machine
batched & machine mixed Precast RCC Rectangular Covers on drains of
footpath of various sizes, of M-25 grade cement concrete for RCC work,
including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars
of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning
on finished surface, properly encased on all edges with 1.6 mm thick , 100
mm wide MS sheet duly painted over priming coat , reinforcement to be
welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks
etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per
direction of Engineer-in-Charge.

16.94 Providing & making Gabion structure with Mechanically Woven Double
Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,
MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with
tolerance of ± 2%) zinc coated, Mesh wire diameter 3.0 mm, mechanically
edged/ selvedged with partitions at every 1m interval and shall have
minimum 10 numbers of openings per meter of mesh perpendicular to twist,
tying with lacing wire of diameter 2.2mm, supplied @3% by weight of Gabion
boxes, filled with boulders with least dimension of 200 mm, as per drawing,
all complete as per direction of Engineer-in-charge.
16.95 Providing & making Gabion structure with Mechanically Woven Double
Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS
16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100
mm with tolerance of ± 2%) Zinc+ PVC coated, Mesh wire diameter 2.7/
3.7mm, mechanically edged/ selvedged with partitions at every 1m interval
and shall have minimum 10 numbers of openings per meter of mesh
perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD),
supplied @3% by weight of Gabion boxes, filled with boulders with least
dimension of 200 mm, as per drawing, all complete as per directions of
Engineer-in- charge.

16.96 Providing & making Gabion structure with Mechanically Woven Double
Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS
16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100
mm with tolerance of ±2%), Zinc+ 10% Al alloy+PVC coated, Mesh wire
diameter 2.7/3.7mm (ID/OD),mechanically edged/selvedged with partitions
at every 1m interval and shall have minimum 10 numbers of openings per
meter of mesh perpendicular to twist, tying with lacing wire of diameter
2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with
boulders with least dimension of 200 mm, as per drawing, all complete as per
directions of Engineer- in charge.

Sub-Head : Sanitary Installations

17.1 Providing and fixing water closet squatting pan (Indian type W.C.pan ) with
100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing
cistern, including flush pipe, with manually controlled device (handle lever)
conforming to IS : 7231, with all fittings and fixtures complete, including
cutting and making good the walls and floors wherever required:

17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with
integral type foot rests
17.1.2 Stainless Steel AISI-304(18/8) Orissa pattern W.C. pan of size 585x480 mm
with flush pipe and integrated type foot rests
17.2 Providing and fixing white vitreous china pedestal type water closet
(European type W.C. pan) with seat and lid, 10 litre low level white P.V.C.
flushing cistern, including flush pipe, with manually controlled device (handle
lever), conforming to IS : 7231, with all fittings andfixtures complete, including
cutting and making good the walls and floors wherever required :

17.2.1 W.C. pan with ISI marked white solid plastic seat and lid

17.2.2 W.C. pan with ISI marked black solid plastic seat and lid
17.3 Providing and fixing white vitreous china pedestal type water closet
(European type) with seat and lid, 10 litre low level white vitreous china
flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush
bend, overflow arrangement with specials of standard make and mosquito
proof coupling of approved municipal design complete, including painting of
fittings and brackets, cutting and making good the walls and floors wherever
required :
17.3.1 W.C. pan with ISI marked white solid plastic seat and lid

17.3.2 W.C. pan with ISI marked black solid plastic seat and lid
17.4 Providing and fixing white vitreous china flat back or wall corner type lipped
front urinal basin of 430x260x350 mm and 340x410x265 mm sizes
respectively with automatic flushing cistern with standard flush pipe and C.P.
brass spreaders with brass unions and G.I clamps complete, including painting
of fittings and brackets, cutting and making good the walls and floors
wherever required :

17.4.1 One urinal basin with 5 litre white P.V.C. automatic flushing cistern

17.4.2 Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern

17.4.3 Range of three urinal basins with 10litre white P.V.C. automatic flushing
cistern
17.4.4 Range of four urinal basins with 10 litre white P.V.C. automatic flushing
cistern
17.5 Providing and fixing white vitreous china flat back half stall urinal of size
580x380x350 mm with white PVC automatic flushing cistern, with fittings,
standard size C.P. brass flush pipe, spreaders with unions and clamps (all in
C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and
other couplings in C.P. brass, including painting of fittings and cutting and
making good the walls and floors wherever required :

17.5.1 Single half stall urinal with 5 litre P.V.C. automatic flushing cistern
17.5.2 Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern
17.5.3 Range of three half stall urinals with 10 litre P.V.C. automatic flushing cistern

17.5.4 Range of four half stall urinals with 10 litre P.V.C. automatic flushing cistern
17.6 Providing and fixing one piece construction white vitreous china squatting
plate with an integral longitudinal flushing pipe, white P.V.C. automatic
flushing cistern, with fittings, standard size G.I. / PVC flush pipe for back and
front flush with standard spreader pipes with fittings, G.I clamps and C.P.
brass coupling complete, including painting of fittings and cutting and making
good the walls and floors etc. wherever required :

17.6.1 Single squatting plate with 5 litre P.V.C. automatic flushing cistern

17.6.2 Range of two squatting plates with 5 litre P.V.C. automatic flushing cistern
17.6.3 Range of three squatting plates with 10 litre P.V.C. automatic flushing cistern

17.6.4 Range of four squatting plates with 10 litre P.V.C. automatic flushing cistern

17.7 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar
taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings
and brackets, cutting and making good the walls wherever require:
17.7.1 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P.
brass pillar taps
17.7.2 White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P.
brass pillar tap
17.7.3 White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P.
brass pillar taps
17.7.4 White Vitreous China Flat back wash basin size 550x 400 mm with single 15
mm C.P. brass pillar tap
17.7.5 White Vitreous China Angle back wash basin size 600 x 480 mm with single
15mm C.P. brass pillar tap

17.7.6 White Vitreous China Angle back wash basin size 400 x 400 mm with single 15
mm C.P. brass pillar tap
17.7.7 White Vitreous China Flat back wash basin size 450x 300 mm with single
15mm C.P. brass pillar tap
17.7.8 White Vitreous China Surgeon type wash basin of size 660x460 mm with a
pair of 15 mm C.P. brass pillar taps with elbow including operated levers
17.7.9 White Vitreous China Surgeon type wash basin of size 660x460 mm with
single 15 mm C.P. brass pillar taps with elbow operated levers ISI Marked
17.7.10 Stainless Steel AISI-304(18/8) Round basin 405x355 mm with single 15 mm
C.P. brass pillar tap

17.7.11 Stainless Steel AISI-304(18/8) Wash basin 530x345 mm with single 15 mm

C.P. brass pillar tap

17.7B Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32
mm PTMT waste coupling of standard pattern, including painting of fittings
and brackets, cutting and making good the walls wherever required. White
Vitreous China Flat back wash basin size 550x400 mm with single 15 mm
PTMT pillar cock.

17.8 Providing and fixing white vitreous china pedestal for wash basin completely
recessed at the back for the reception of pipes and fittings.

17.9 Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with
rubber plug, 40 mm C.P. brass waste complete, including painting the fittings
and brackets, cutting and making good the walls wherever required:
17.9.1 White glazed fire clay kitchen sink of size 600x450x 250 mm
17.10 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per
IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting
of fittings and brackets, cutting and making good the walls wherever
required :

17.10.1 Kitchen sink with drain board

17.10.1.1 510x1040 mm bowl depth 250 mm.

17.10.1.2 510x1040 mm bowl depth 225 mm.
17.10.1.3 510x1040 mm bowl depth 200 mm.
17.10.1.4 510x1040 mm bowl depth 178 mm.
17.10.2 Kitchen sink without drain board
17.10.2.1 610x510 mm bowl depth 200 mm.
17.10.2.2 610x460 mm bowl depth 200 mm.
17.10.2.3 470x420 mm bowl depth 178 mm.
17.11 Providing and fixing white vitreous china laboratory sink with C.I. brackets,
C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P.
brass trap with necessary C.P. brass unions complete, including painting of
fittings and brackets, cutting and making good the wall wherever required :

17.11.1 Size 450x300x150 mm

17.11.2 Size 600x450x200 mm
17.12 Providing and fixing draining board with C.I. brackets including painting of
brackets, cutting and making good the walls wherever required :

17.12.1 White glazed fire clay draining board of size 600x450x 25 mm

17.13 Providing and fixing white vitreous china water closet squatting pan (Indian
type) :
17.13.1 Long pattern W.C. pan of size 580 mm
17.13.2 Orissa pattern W.C. pan of size 580x440 mm

17.14 Extra for using colored W.C. pan instead of white W.C. pan
17.14.1 Orissa pattern W.C. pan 580x440 mm

17.15 Providing and fixing white vitreous china pedestal type (European type/ wash
down type) water closet pan.
17.16 Extra for using coloured pedestal type W.C pan (European type) with low level
cistern of same colour instead of white vitreous china W.C pan and cistern.

17.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre
long with S.S. triangular plate to Eureopean type W.C. of quality and make as
approved by Engineer - in - charge.
17.17 Providing and fixing a pair of white vitreous china foot rests of standard
pattern for squatting pan water closet :
17.17.1 250x130x30 mm

17.17.2 250x125x25 mm
17.18 Providing and fixing P.V.C. low level flushing cistern with manually controlled
device (handle lever) conforming to IS : 7231, with all fittings and fixtures
complete.
17.18.1 10 litre capacity - White
17.18.2 10 litre capacity - coloured

17.19 Providing and fixing controlled flush, low level cistern made of vitreous china
with all fittings complete.
17.19.1 10 litre (full flush) capacity-white
17.19.2 10 litre (full flush) capacity-coloured

17.20 Providing and fixing solid plastic seat with lid for pedestal type W.C. pan
complete :
17.20.1 White solid plastic seat with lid

17.20.2 Black solid plastic seat with lid

17.20.3 Coloured (other than black & white) solid plastic seat with lid
17.22 Providing and fixing G.I. inlet connection for flush pipe connecting with W.C.
pan.

17.22A Providing and fixing CP Brass 32mm size Bottle Trap of approved quality &
make and as per the direction of Engineer-in-charge.
17.23 Providing and fixing white vitreous china flat back or wall corner type lipped
front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively.

17.24 Providing and fixing white vitreous china squatting plate urinal with integral
rim longitudinal flush pipe.
17.25 Providing and fixing white vitreous china wash basin including making all
connections but excluding the cost of fittings :
17.25.1 Flat back wash basin of size 630x450 mm.

17.25.2 Flat back wash basin of size 550x400 mm.

17.25.3 Angle back wash basin of size 600x480 mm.

17.25.4 Angle back wash basin of size 400x400mm.

17.25.5 Flat back wash basin of size 450x300 mm.

17.25.6 Surgeon type wash basin of size 660x460 mm.

17.26 Providing and fixing kitchen sink including making all connections excluding
cost of fittings.
17.26.1 White glazed fire clay sink of size 600x450x250 mm.
17.27 Providing and fixing white vitreous china laboratory sink including making all
connections excluding cost of fittings:

17.27.1 Size 450x300x150 mm.

17.27.2 Size 600x450x200 mm.

17.28 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C.
waste fittings complete.

17.28.1 Semi rigid pipe

17.28.1.1 32 mm dia

17.28.1.2 40 mm dia
17.28.2 Flexible pipe

17.28.2.1 32 mm dia
17.28.2.2 40 mm dia
17.29 Providing and fixing 100 mm sand cast Iron grating for gully trap.

17.30 Providing and fixing in position 25mm diameter mosquito proof coupling of
approved municipal design.
17.31 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of
approved quality) complete with 6 mm thick hard board ground fixed to
wooden cleats with C.P. brass screws and washers complete.
17.32 Providing and fixing mirror of superior glass (of approved quality) and of
required shape and size with plastic moulded frame of approved make and
shade with 6 mm thick hard board backing :
17.32.1 Circular shape 450 mm dia.
17.32.2 Rectangular shape 453x357 mm
17.32.3 Oval shape 450x350 mm (outer dimensions)
17.32.4 Rectangular shape 1500x450 mm

17.33 Providing and fixing 600x120x5 mm glass shelf with edges round off,
supported on anodised aluminium angle frame with C.P. brass brackets and
guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete.

17.34 Providing and fixing toilet paper holder :

17.34.1 C.P. brass
17.34.2 Vitreous china

17.35 Providing and fixing soil, waste and vent pipes :

17.35.1 100 mm dia.

17.35.1.1 Sand cast iron S&S pipe as per IS: 1729.
17.35.1.2 Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989.

17.35.1.3 Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside
IS:15905
17.35.2 75 mm diameter :

17.35.2.1 Sand cast iron S&S pipe as per IS: 1729.

17.35.2.2 Centrifugally cast (spun) iron socketed pipe as per IS: 3989.

17.35.2.3 Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside
IS:15905

17.36 Providing and filling the joints with spun yarn, cement slurry and cement
mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes :
17.36.1 75 mm dia pipe
17.36.2 100 mm dia pipe

17.37 Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast
iron/cast iron (spun) pipe embedded in and includingcement concrete blocks
10x10x10 cm of 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone
aggregate 20 mm nominal size), including cost of cutting holes and making
good the walls etc. :

17.37.1 For 100 mm dia. Pipe

17.37.2 For 75 mm dia. Pipe
17.38 Providing and fixing bend of required degree with access door, insertion
rubber washer 3 mm thick, bolts and nuts complete.

17.38.1 100 mm dia

17.38.1.1 Sand cast iron S&S as per IS - 1729

17.38.1.2 Sand cast iron S&S as per IS - 3989
17.38.1.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per
IS:15905

17.38.2 75 mm dia

17.38.2.1 Sand cast iron S&S as per IS - 1729

17.38.2.2 Sand cast iron S&S as per IS- 3989

17.38.2.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per
IS:15905
17.39 Providing and fixing plain bend of required degree.
17.39.1 100 mm dia

17.39.1.1 Sand cast iron S&S as per IS - 1729

17.39.1.2 Sand cast iron S&S as per IS : 3989

17.39.1.3 Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside as
per IS:15905
17.39.2 75 mm dia
17.39.2.1 Sand cast iron S&S as per IS -1729

17.39.2.2 Sand cast iron S&S as per IS - 3989

17.39.2.3 Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside as
per IS:15905
17.40 Providing and fixing heel rest sanitary bend

17.40.1 100 mm dia

17.40.1.1 Sand cast iron S&S as per IS - 1729
17.40.1.2 Sand cast iron S&S as per IS - 3989

17.40.2 75 mm dia

17.40.2.1 Sand cast iron S&S as per IS - 1729

17.40.2.2 Sand cast iron S&S as per IS - 3989

17.41 Providing and fixing double equal junction of required degree with access
door, insertion rubber washer 3 mm thick, bolts and nuts complete :

17.41.1 100x100x100x100 mm

17.41.1.1 Sand cast iron S&S as per IS - 1729

17.41.1.2 Sand cast iron S&S as per IS - 3989

17.41.2 75x75x75x75 mm

17.41.2.1 Sand cast iron S&S as per IS - 1729

17.41.2.2 Sand cast iron S&S as per IS - 3989

17.42 Providing and fixing double equal plain junction of required degree.

17.42.1 100x100x100x100 mm

17.42.1.1 Sand cast iron S&S as per IS - 1729

17.42.1.2 Sand cast iron S&S as per IS - 3989

17.42.1.3 Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside as
per IS:15905

17.42.2 75x75x75x75 mm

17.42.2.1 Sand cast iron S&S as per IS - 1729

17.42.2.2 Sand cast iron S&S as per IS - 3989

17.42.2.3 Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside as
per IS:15905

17.43 Providing and fixing single equal plain junction of required degree with access
door, insertion rubber washer 3 mm thick, bolts and nuts complete.
17.43.1 100x100x100 mm

17.43.1.1 Sand cast iron S&S as per IS - 1729

17.43.1.2 Sand cast iron S&S as per IS - 3989

17.43.2 75x75x75 mm

17.43.2.1 Sand cast iron S&S as per IS - 1729

17.43.2.2 Sand cast iron S&S as per IS - 3989

17.44 Providing and fixing single equal plain junction of required degree :
17.44.1 100x100x100 mm

17.44.1.1 Sand cast iron S&S as per IS - 1729

17.44.1.2 Sand cast iron S&S as per IS - 3989

17.44.1.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per
IS:15905
17.44.2 75x75x75 mm

17.44.2.1 Sand cast iron S&S as per IS - 1729

17.44.2.2 Sand cast iron S&S as per IS - 3989

17.44.2.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per
IS:15905

17.45 Providing and fixing double unequal junction of required degree with access
door, insertion rubber washer 3 mm thick, bolts and nuts complete :

17.45.1 100x100x75x75 mm

17.45.1.1 Sand cast iron S&S as per IS - 1729

17.45.1.2 Sand cast iron S&S as per IS - 3989

17.46 Providing and fixing double unequal plain junction of required degree:
17.46.1 100x100x75x75 mm

17.46.1.1 Sand cast iron S&S as per IS - 1729

17.46.1.2 Sand cast iron S&S as per IS - 3989

17.46.1.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per
IS:15905
17.47 Providing and fixing single unequal junction of required degree with access
door, insertion rubber washer 3 mm thick, bolts and nuts complete :

17.47.1 100x100x75 mm
17.47.1.1 Sand cast iron S&S as per IS - 1729

17.47.1.2 Sand cast iron S&S as per IS - 3989

17.48 Providing and fixing single unequal plain junction of required degree :
17.48.1 100x100x75 mm
17.48.1.1 Sand cast iron S&S as per IS - 1729
17.48.1.2 Sand cast iron S&S as per IS - 3989

17.48.1.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per
IS:15905
17.49 Providing and fixing double equal plain invert branch of required degree:

17.49.1 100x100x100x100 mm

17.49.1.1 Sand cast iron S&S as per IS - 1729

17.49.1.2 Sand cast iron S&S as per IS 3989
17.49.1.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per
IS:15905
17.49.2 75x75x75x75 mm

17.49.2.1 Sand cast iron S&S as per IS - 1729

17.49.2.2 Sand cast iron S&S as per IS - 3989

17.50 Providing and fixing single equal plain invert branch of required degree:

17.50.1 100x100x100 mm

17.50.1.1 Sand cast iron S&S as per IS 1729

17.50.1.2 Sand cast iron S&S as per IS - 3989

17.50.1.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per
IS:15905

17.50.2 75x75x75 mm
17.50.2.1 Sand cast iron S&S as per IS - 1729

17.50.2.2 Sand cast iron S&S as per IS - 3989

17.50.2.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per
IS:15905
17.51 Providing and fixing double unequal invert branch of required degree :

17.51.1 100x100x75x75 mm
17.51.1.1 Sand cast iron S&S as per IS - 1729
17.51.1.2 Sand cast iron S&S as per IS - 3989

17.52 Providing and fixing single unequal plain invert branch of required degree :

17.52.1 100x100x75 mm

17.52.1.1 Sand cast iron S&S as per IS - 1729

17.52.1.2 Sand cast iron S&S as per IS - 3989

17.52.1.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per
IS:15905
17.53 Providing and fixing sand cast iron S&S off sets as per IS: 1729

17.53.1 76 mm off sets

17.53.1.1 With 75 mm dia pipe

17.53.1.2 With 100 mm dia pipe

17.53.2 114 mm off sets

17.53.2.1 With 75 mm dia pipe

17.53.2.2 With 100 mm dia Pipe
17.53.3 152 mm off sets

17.53.3.1 With 75 mm dia Pipe

17.53.3.2 With 100 mm dia Pipe
17.53A Providing and fixing Hubless centrifugally cast iron offsets epoxy coated inside
& outside as per IS:15905

17.53A.1 65 mm offsets
17.53A.1.1 With 100 mm dia pipe
17.53A.1.2 With 75 mm dia pipe

17.54 Providing and fixing sand cast iron S&S off sets as per IS: 3989.
17.54.1 75 mm off sets
17.54.1.1 With 75 mm dia pipe

17.54.2 150 mm off sets

17.54.2.1 With 75 mm dia pipe
17.54.2.2 With 100 mm dia Pipe
17.54A Providing and fixing Hubless centrifugally cast iron offsets epoxy coated inside
& outside as per IS:15905
17.54A.1 130 mm offsets

17.54A.1.1 With 100 mm dia

17.54A.1.2 With 75 mm dia
17.55 Providing and fixing door piece, insertion rubber washer 3mm thick, bolts &
nuts complete :
17.55.1 100 mm
17.55.1.1 Sand cast iron S&S as per IS - 1729

17.55.1.2 Sand cast iron S&S as per IS - 3989

17.55.2 75 mm
17.55.2.1 Sand cast iron S&S as per IS - 1729
17.55.2.2 Sand cast iron S&S as per IS - 3989
17.56 Providing and fixing terminal guard:

17.56.1 100 mm
17.56.1.1 Sand cast iron S&S as per IS - 1729
17.56.1.2 Sand cast iron S&S as per IS - 3989
17.56.1.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per
IS:15905
17.56.2 75 mm

17.56.2.1 Sand cast iron S&S as per IS - 1729

17.56.2.2 Sand cast iron S&S as per IS - 3989

17.57 Providing and fixing collar:

17.57.1 100 mm

17.57.1.1 Sand cast iron S&S as per IS - 1729

17.57.1.2 Sand cast iron S&S as per IS - 3989
17.57.2 75 mm

17.57.2.1 Sand cast iron S&S as per IS - 1729

17.57.2.2 Sand cast iron S&S as per IS- 3989

17.57A Providing and fixing shielded coupling for Hubless centrifugally cast iron pipe

17.57A.1 100 mm dia

17.57A.1.1 SS 304 grade coupling with EPDM rubber gasket

17.57A.2 75 mm dia

17.57A.2.1 SS 304 grade coupling with EPDM rubber gasket

17.58 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron
pipes and fittings of diameter:
17.58.1 100 mm
17.58.2 75 mm
17.58.3 50 mm
17.59 Providing and fixing M.S. stays and clamps for sand cast iron/centrifugally cast
(spun) iron pipes of diameter :
17.59.1 100 mm
17.59.2 75 mm
17.59.3 50 mm
17.60 Providing and fixing trap of self cleansing design with screwed down or
hinged grating with or without vent arm complete, including cost of cutting
and making good the walls and floors :
17.60.1 100 mm inlet and 100 mm outlet
17.60.1.1 Sand cast iron S&S as per IS: 3989.
17.60.1.2 Sand Cast Iron S&S as per IS: 1729.

17.60.1.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per
IS:15905
17.60.2 100 mm inlet and 75 mm outlet
17.60.2.1 Sand cast iron S&S as per IS - 3989
17.60.2.2 Sand Cast Iron S&S as per IS- 1729.
17.60.2.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per
IS:15905
17.61 Cutting chases in brick masonry walls for following diameter sand cast
iron/centrifugally cast (spun) iron pipes and making good the same with
cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6graded stone aggregate
12.5 mm nominal size), including necessary plaster and pointing in cement
mortar 1:4 (1 cement : 4 coarse sand) :

17.61.1 100 mm dia.

17.61.2 75 mm dia.

17.61.3 50 mm dia.

17.62 Painting C.I. cistern with bitumastic or any other anti-corrosive paint inside
and white paint over a coat of zinc chromate yellow primer (of approved
quality ) on the outside surface of the cistern, flush pipe, other fittings, etc.
complete for new work.

17.63 Re-painting C.I. cistern with bitumastic or any other anti-corrosive paint inside
and white paint on the outside surface of the cistern, flush pipe, other fittings,
etc. complete, including polishing of wooden seat and lid and cleaning of W.C.
pan with acid wherever necessary..

17.64 Repainting C.I. cistern with synthetic enamel paint of approved colour, brand
and manufacture on the outside surface of cistern, flush pipe, other fittings
etc. complete.
17.65 Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes
and fittings with two coats of synthetic enamel paint of any colour such as
chocolate grey, or buff etc. over a coat of primer (of approved quality) for
new work :

17.65.1 100 mm diameter pipe

17.65.2 75 mm diameter pipe
17.66 Repainting sand cast iron/ centrifugally cast iron (spun) iron, soil, waste, vent
pipes and fittings with one coat of synthetic enamel paint of any colour such
as chocolate, grey or buff etc :
17.66.1 100 mm diameter pipe
17.66.2 75 mm diameter pipe
17.67 Repainting bath tub of size 1700x730x430 mm with enamel paint.
17.68 Providing and fixing vitreous china dual purpose closet suitable for use as
squatting pan or European type water closet (Anglo Indian W.C pan) with seat
& lid fixed with C.P. brass hinges and rubber buffers, 10 litre low level flushing
cistern with fitting and brackets, 40 mm flush bend, 20 mm over flow pipe,
with specials of standard make and mosquito proof coupling of approved
municipal design complete, including painting of fittings and brackets, cutting
and making good the walls and floors wherever required:

17.68.1 White vitreous china dual purpose WC pan with white solid plastic seat and
lid with white vitreous china flushing cistern and C.P. flush bend.
17.69 Providing and fixing PTMT Waste Coupling for wash basin and sink, of
approved quality and colour.
17.69.1 Waste coupling 31 mm dia of 79 mm length and 62 mm breadth weighing not
less than 45 gms.
17.69.2 Waste coupling 38 mm dia of 83 mm length and 77 mm breadth, weighing
not less than 60 gms.
17.70 Providing and fixing PTMT Bottle Trap for Wash basin and sink.

17.70.1 Bottle trap 31mm single piece moulded with height of 270 mm, effective
length of tail pipe 260 mm from the centre of the waste coupling, 77 mm
breadth with 25 mm minimum water seal, weighing not less than 260 gms
17.70.2 Bottle trap 38 mm single piece moulded with height of 270 mm, effective
length of tail pipe 260 mm from the centre of the waste coupling, 77 mm
breadth with 25 mm minimum water seal, weighing not less than 263 gms
17.71 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high
and 112 mm distance from wall of standard shape with bracket of the same
materials with snap fittings of approved quality and colour, weighing not less
than 105 gms.

17.72 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm
wide with minimum distances of 37 mm from wall face with concealed fittings
arrangement of approved quality and colour, weighing not less than 88 gms.

17.73 Providing and fixing PTMT towel rail complete with brackets fixed to wooden
cleats with CP brass screws with concealed fittings arrangement of approved
quality and colour.
17.73.1 450 mm long towel rail with total length of 495 mm, 78 mm wide and
effective height of 88 mm, weighing not less than 170 gms.
17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm and
effective height of 88 mm, weighing not less than 190 gms.
17.74 Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm
height of approved quality and colour, weighing not less than 300 gms.
17.75 Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with
1/2" BSP thread and shapes, weighing not less than 60 gms.
17.76 Providing and fixing PTMT urinal cock of approved quality and colour.
17.76.1 15 mm nominal bore, 80 mm long. 42 mm high and 30 mm wide with BSP
female threads weighing not less than 48 gms.
17.77 Providing and fixing M.S. holder bat clamp of approved design to sand cast
iron/ cast iron (spun) pipes comprising of M.S. flat brackets made of 50x5 mm
flat of specified shape, projecting 75 mm outside the wall surface and fixed on
wall with 4nos, 6mm dia expansion hold fasteners, including drilling necessary
holes in brick wall/ CC/RCC surface and the cost of bolts etc. The pipes shall
be fixed to the already fixed brackets with the help of 30 mm x1.6 mm
galvanised M.S. flats of specified shape and of total length 420 mm and shall
be fixed with M.S. nuts, bolts, & washers of size 25x6 mm, one bolts on each
side of the pipe.

17.77.1 Total bracket length 580 mm of approved shape and design (for single 100
mm dia pipe).
17.77.2 Total bracket length 810 mm of approved shape and design (for two 100 mm
dia pipes).
17.77.3 Total bracket length 1040 mm of approved shape and design (for three 100
mm dia pipes).
17.78 Providing and fixing white vitreous china extended wall mounting water
closet of size 780x370x690 mm of approved shape including providing &
fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3
litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern
fittings, nuts, bolts and gasket etc complete.

17.79 Providing & fixing white vitreous china water less urinal of size 600 x 330 x
315 mm having antibacterial /germs free ceramic surface, fixed with cartridge
having debris catcher and hygiene seal.
17.80 Providing and fixing white vitreous china battery based infrared sensor
operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing
with water (250 ml & 500 ml consumption), having water inlet from back side,
including fixing to wall with suitable brackets all as per manufacturers
specification and direction of Engineer-in-charge.

17.81 Providing and fixing floor mounted, white vitreous china single piece, double
traps syphonic water closet of approved brand/make, shape, size and pattern
including integrated white vitreous china cistern of capacity 10 litres with
dual flushing system, including all fittings and fixtures with seat cover, cistern
fittings, nuts, bolts and gasket etc including making connection with the
existing P/S trap, complete in all respect as per directions of Engineer-in-
Charge.

Sub-Head : Water Supply

18.1 Providing and fixing Polyethelene-Aluminium- Polyethelene PE-AL-PE
Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with
carbon black having thermal stability for hot & coldwater supply, capable to
withstand temperature up to 80°C, including all special fittings of composite
material (engineering plastic blend and brass inserts wherever required) e.g.
elbows, tees, reducers, couplers & connectors etc., with clamps at 1.00 metre
spacing.This includes testing of joints complete as per direction of the
Engineer-in-charge. INTERNAL WORK - EXPOSED ON WALL

18.1.1 1216 (16 mm OD) pipe

18.1.2 1620 (20 mm OD) pipe
18.1.3 2025 (25 mm OD) pipe

18.1.4 2532 (32 mm OD) pipe

18.1.5 3240 (40 mm OD) pipe

18.1.6 4050 (50 mm OD) pipe

18.2 Providing and fixing Polyethylene- Aluminium -Polyethylene (PE-AL- PE)
Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with
carbon black having thermal stability for hot & cold water supply, capable to
withstand temperature up to 80°C, including all special fittings of composite
material (engineering plastic blend and brass inserts wherever required) e.g.
elbows, tees, reducers, couplers & connectors etc. with clamps at 1.00 metre
spacing. This includes the costs of cutting chases and including testing of
joints complete as per direction of the engineer in charge. Concealed work,
including cutting chases and making good the wall etc.

18.2.1 1216 (16mm OD) pipe

18.2.2 1620 (20 mm OD) pipe
18.2.3 2025 (25 mm OD) pipe

18.2.4 2532 (32 mm OD) pipe

18.3 Providing and fixing Polyethylene- Aluminium- Polyethylene (PE-AL- PE)
Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with
carbon black having thermal stability for hot & cold water supply, capable to
withstand temperature up to 80°C including all special fittings of composite
material (engineering plastic blend and brass inserts wherever required ) e.g.
elbows, tees, reducers, couplers & connectors etc. with trenching, refilling
and testing of joints complete as per direction of the engineer in charge :
External work

18.3.1 1216 (16 mm OD) pipe

18.3.2 1620 (20 mm OD ) pipe.
18.3.3 2025 (25 mm OD ) pipe.
18.3.4 2532 (32 mm OD ) pipe.
18.3.5 3240 (40 mm OD ) pipe.
18.3.6 4050 (50 mm OD ) pipe.
18.4 Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes
confirming to IS 15801, UV stabilized & anti- microbial fusion welded, having
thermal stability for hot & cold water supply, including all PP - R plain & brass
threadedpolypropylene random fittings, i/c fixing the pipe with clamps at 1.00
m spacing. This includes testing of joints complete as per direction of
Engineer-in-Charge.Internal Exposed on walls.

18.4.1 PN - 16 Pipe, 20mm OD (SDR-7.4)

18.4.2 PN - 16 Pipe, 25mm OD (SDR-7.4)
18.4.3 PN - 16 Pipe, 32mm OD (SDR-7.4)
18.4.4 PN - 16 Pipe, 40mm OD (SDR-7.4)

18.4.5 PN - 10 Pipe, 50mm OD (SDR-11)

18.5 Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes
confirming to IS:15801, UV stabilized & anti- microbial fusion welded, having
thermal stability for hot & cold water supply, including all PP - R plain & brass
threadedpolypropylene random fittings, i/c fixing the pipe with clamps at 1.00
m spacing. This includes the cost of cutting chases andmaking good the same
including testing of joints complete as per direction of Engineer-in-
Charge.Concealed work,including cutting chases and making good the wall
etc.

18.5.1 PN - 16 Pipe, 20mm OD (SDR-7.4)

18.5.2 PN - 16 Pipe, 25mm OD (SDR-7.4)

18.5.3 PN - 16 Pipe, 32mm OD (SDR-7.4)
18.6 Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes
confirming to IS:15801 UV stabilized & anti -microbial fusion welded, having
thermal stability for hot & cold water supply, including all PP - R plain & brass
threadedpolypropylene random fittings, including trenching, refilling & testing
of joints complete as per direction of Engineer-in-Charge.External work

18.6.1 PN - 16 Pipe, 20mm OD (SDR-7.4)

18.6.2 PN - 16 Pipe, 25 mm OD (SDR-7.4)
18.6.3 PN - 16 Pipe, 32 mm OD (SDR-7.4)
18.6.4 PN - 16 Pipe, 40 mm OD (SDR-7.4)
18.6.5 PN - 10 Pipe, 50 mm OD (SDR-11)
18.6.6 PN - 10 Pipe, 63 mm OD (SDR-11)
18.6.7 PN - 10 Pipe, 75 mm OD (SDR-11)
18.6.8 PN - 10 Pipe, 90 mm OD (SDR-11)
18.6.9 PN - 10 Pipe, 110 mm OD (SDR-11)
18.6.10 PN - 10 Pipe, 160 mm OD (SDR-11)
18.6A Providing and fixing PPR Unions
18.6A.1 PPR Union 20 mm
18.6A.2 PPR Union 25 mm

18.6A.3 PPR Union 32 mm

18.6A.4 PPR Union 40 mm
18.6A.5 PPR Union 50 mm
18.6A.6 PPR Union 63 mm

18.6A.7 PPR Union 75 mm

18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having
thermal stability for hot & cold water supply, including all CPVC plain & brass
threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This
includes jointing of pipes & fittings with one step CPVC solvent cement and
testing of joints complete as per direction of Engineer in Charge. : Internal
work - Exposed on wall

18.7.1 15 mm nominal outer dia. Pipes.

18.7.2 20 mm nominal outer dia. Pipes.
18.7.3 25 mm nominal outer dia .Pipes.
18.7.4 32 mm nominal outer dia. Pipes.
18.7.5 40 mm nominal outer dia. Pipes.

18.7.6 50 mm nominal outer dia. Pipes.

18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having
thermal stability for hot & cold water supply, including all CPVC plain & brass
threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This
includes jointing of pipes & fittings with one step CPVC solvent cement and
the cost of cutting chases and making good the same including testing of
joints complete as per direction of Engineer in Charge. :Concealed work,
including cutting chases and making good the walls etc.

18.8.1 15 mm nominal outer dia .Pipes.

18.8.2 20 mm nominal outer dia .Pipes.
18.8.3 25 mm nominal outer dia .Pipes.
18.8.4 32 mm nominal outer dia .Pipes.
18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having
thermal stability for hot & cold water supply including all CPVC plain & brass
threaded fittings. This includes jointing of pipes & fittings with one step CPVC
solvent cement, trenching, refilling & testing of joints complete as per
direction of Engineer in Charge : External work

18.9.1 15 mm nominal outer dia. Pipes.

18.9.2 20 mm nominal outer dia. Pipes.
18.9.3 25 mm nominal outer dia. Pipes.
18.9.4 32 mm nominal outer dia. Pipes.
18.9.5 40 mm nominal outer dia. Pipes.
18.9.6 50 mm nominal outer dia. Pipes.
18.9.7 62.50 mm nominal inner dia. Pipes.
18.9.8 75 mm nominal inner dia. Pipes.
18.9.9 100mm nominal inner dia. Pipes.
18.9.10 150 mm nominal inner dia. Pipes.

18.10 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c
cutting and making good the walls etc. : Internal work – Exposed on wall.
18.10.1 15 mm dia. nominal bore
18.10.2 20 mm dia. nominal bore
18.10.3 25 mm dia. nominal bore
18.10.4 32 mm dia. nominal bore
18.10.5 40 mm dia. nominal bore
18.10.6 50 mm dia. nominal bore
18.11 Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c
making good the walls etc. concealed pipe, including painting with
anticorrosive bitumastic paint, cutting chases and making good the wall:
18.11.1 15 mm dia. nominal bore
18.11.2 20 mm dia. nominal bore
18.12 Providing and fixing G.I. pipes complete with G.I. fittings including trenching
and refilling etc. : External work
18.12.1 15 mm dia. nominal bore
18.12.2 20 mm dia. nominal bore
18.12.3 25 mm dia. nominal bore
18.12.4 32 mm dia. nominal bore
18.12.5 40 mm dia. nominal bore

18.12.6 50 mm dia. nominal bore

18.12.7 65 mm dia. nominal bore
18.12.8 80 mm dia. nominal bore
18.13 Making connection of G.I. distribution branch with G.I. main of following sizes
by providing and fixing tee, including cutting and threading the pipe etc.
complete :
18.13.1 25 to 40 mm nominal bore
18.13.2 50 to 80 mm nominal bore
18.14 Fixing water meter and stop cock in G.I. pipe line including cutting and
threading the pipe and making long screws etc. complete (cost of water
meter and stop cock to be paid separately).
18.15 Providing and fixing brass bib cock of approved quality :

18.15.1 15 mm nominal bore

18.15.2 20 mm nominal bore

18.16 Providing and fixing brass stop cock of approved quality :
18.16.1 15 mm nominal bore
18.16.2 20 mm nominal bore
18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality
(screwed end) :
18.17.1 25 mm nominal bore
18.17.1A 20 mm nominal bore
18.17.2 32 mm nominal bore.
18.17.3 40 mm nominal bore
18.17.4 50 mm nominal bore
18.17.5 65 mm nominal bore

18.17.6 80 mm nominal bore

18.18 Providing and fixing ball valve (brass) of approved quality, High or low
pressure, with plastic floats complete :
18.18.1 15 mm nominal bore
18.18.2 20 mm nominal bore
18.18.3 25 mm nominal bore

18.19 Providing and fixing gun metal non- return valve of approved quality (screwed
end) :
18.19.1 25 mm nominal bore
18.19.1.1 Horizontal
18.19.1.2 Vertical
18.19.2 32 mm nominal bore
18.19.2.1 Horizontal
18.19.2.2 Vertical
18.19.3 40 mm nominal bore
18.19.3.1 Horizontal
18.19.3.2 Vertical
18.19.4 50 mm nominal bore
18.19.4.1 Horizontal
18.19.4.2 Vertical
18.19.5 65 mm nominal bore
18.19.5.1 Horizontal
18.19.5.2 Vertical
18.19.6 80 mm nominal bore

18.19.6.1 Horizontal
18.19.6.2 Vertical
18.20 Providing and fixing brass ferrule with C.I. mouth cover including boring and
tapping the main :
18.20.1 15 mm nominal bore
18.20.2 20 mm nominal bore
18.20.3 25 mm nominal bore
18.21 Providing and fixing uplasticised PVC connection pipe with brass unions :
18.21.1 30 cm length
18.21.1.1 15 mm nominal bore
18.21.1.2 20 mm nominal bore
18.21.2 45 cm length
18.21.2.1 15 mm nominal bore

18.21.2.2 20 mm nominal bore

18.22 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :
18.22.1 100 mm diameter
18.22.2 150 mm diameter
18.23 Laying in position centrifugally cast (spun) iron S&S or flanged pipes
(excluding cost of pipe)
18.24 Laying in position S&S or flanged C.I. special such as tees, bends, collars,
tapers and caps etc.(excluding cost of specials).
18.25 Providing and laying S&S C.I. standard specials such as tees, bends, collars,
tapers, caps etc. (Heavy class) :
18.25.1 Up to 300 mm dia.
18.25.2 Over 300 mm dia.
18.26 Providing and laying flanged C.I. standard specials such as tees, bends, collars,
tapers, caps etc., suitable for flanged jointing as per IS : 1538 :
18.26.1 Up to 300 mm dia.
18.26.2 Over 300 mm dia.
18.27 Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA)
conforming to IS - 1536 :
18.27.1 100 mm dia. pipe
18.27.2 125 mm dia. pipe
18.27.3 150 mm dia. pipe
18.27.4 200 mm dia. pipe
18.27.5 250 mm dia. pipe
18.27.6 300 mm dia. pipe
18.27.7 350 mm dia. pipe
18.27.8 400 mm dia. pipe
18.27.9 450 mm dia. pipe
18.27.10 500 mm dia. pipe
18.27.11 600 mm dia. pipe
18.28 Providing lead caulked joints to spun iron or C.I. pipes and specials, including
testing of joints but excluding the cost of pig lead :
18.28.1 100 mm diameter pipe
18.28.2 125 mm diameter pipe
18.28.3 150 mm diameter pipe
18.28.4 200 mm diameter pipe
18.28.5 250 mm diameter pipe
18.28.6 300 mm diameter pipe
18.28.7 350 mm diameter pipe
18.28.8 400 mm diameter pipe
18.28.9 450 mm diameter pipe
18.28.10 500 mm diameter pipe
18.28.11 600 mm diameter pipe
18.29 Supplying pig lead at site of work.
18.30 Providing flanged joints to double flanged C.I./ D.I. pipes and specials,
including testing of joints :
18.30.1 80 mm diameter pipe
18.30.2 100 mm diameter pipe
18.30.3 125 mm diameter pipe

18.30.4 150 mm diameter pipe

18.30.5 200 mm diameter pipe
18.30.6 250 mm diameter pipe
18.30.7 300 mm diameter pipe

18.30.8 350 mm diameter pipe

18.30.9 400 mm diameter pipe
18.30.10 450 mm diameter pipe
18.30.11 500 mm diameter pipe

18.30.12 600 mm diameter pipe

18.31 Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts,
rubber insertions etc. (the tail pieces if required will be paid separately) :
18.31.1 100 mm diameter
18.31.1.1 Class I
18.31.1.2 Class II
18.31.2 125 mm diameter

18.31.2.1 Class I
18.31.2.2 Class II
18.31.3 150 mm diameter

18.31.3.1 Class I
18.31.3.2 Class II
18.31.4 200 mm diameter
18.31.4.1 Class I

18.31.4.2 Class II

18.31.5 250 mm diameter

18.31.5.1 Class I

18.31.5.2 Class II
18.31.6 300 mm diameter
18.31.6.1 Class I

18.31.6.2 Class II
18.32 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement
mortar 1:4 (1 cement : 4 coarse sand) for stop cock, with C. I. surface box
100x100 x75 mm (inside) with hinged cover fixed in reinforced cement
concrete slab 1:1.5:3 mix (1 cement 1.5 coarse sand : 3 graded stone
aggregate 20 mm nominal size), i/c necessary excavation, foundation
concrete 1:5:10 (1 cement: 5 fine sand : 10 graded stone aggregate 40mm
nominal size) and inside plastering with cement mortar 1:3 (1 cement: 3
coarse sand) 12mm thick, finished with a floating coat of neat cement
complete as per standard design :

18.32.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
18.33 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement
mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.l. surface box
100mm top diameter, 160 mm bottom diameter and 180 mm deep (inside)
with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3
graded stone aggregate 20mm nominal size ), i/c necessary excavation,
foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone
aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3
(1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat
cement complete as per standard design:

18.33.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

18.34 Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement

mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.l. surface box
100mm top diameter, 160 mm bottom diameter and 180 mm deep (inside)
with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3
graded stone aggregate 20mm nominal size ), i/c necessary excavation,
foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone
aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3
(1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat
cement complete as per standard design:

18.34.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
18.35 Constructing masonry Chamber 120x120x100 cm inside, in brick work in
cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.l.
surface box 100mm top diameter, 160 mm bottom diameter and 180 mm
deep (inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5
coarse sand : 3 graded stone aggregate 20mm nominal size ), i/c necessary
excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded
stone aggregate 40 mm nominal size) and inside plastering with cement
mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating
coat of neat cement complete as per standard design:

18.35.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
18.36 Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement
mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.l. surface box
350x350 mm top and 165 mm deep (inside) with chained lid and RCC top slab
1:1.5:3 mix (1 cement : 1.5 coarse sand 3 graded stone aggregate 20 mm
nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1
cement: 5 fine sand:10 graded stone aggregate 40 mm nominal size) and
inside plastering with cement mortar 1:3 (1 cement: 3 coarse sand) 12 mm
thick, finished with a floating coat of neat cement complete as per standard
design:

18.36.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
18.37 Constructing masonry Chamber 60x45x50 cm inside, in brick work in cement
mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with C.l.
double flap surface box 400x200x200 mm (inside) with locking arrangement
and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone
aggregate 20 mm nominal size) , i/c necessary excavation, foundation
concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40 mm
nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3
coarse sand) 12 mm thick, finished with a floating coat of neat cement
complete as per standard design :

18.37.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

18.38 Painting G.I. pipes and fittings with synthetic enamel white paint with two
coats over a ready mixed priming coat, both of approved quality for new work
:
18.38.1 15 mm diameter pipe.

18.38.2 20 mm diameter pipe.

18.38.3 25 mm diameter pipe.

18.38.4 32 mm diameter pipe.

18.38.5 40 mm diameter pipe.

18.38.6 50 mm diameter pipe.

18.39 Repainting G.I. pipes and fittings with synthetic enamel white paint with one
coat of approved quality :

18.39.1 15 mm diameter pipe.

18.39.2 20 mm diameter pipe.
18.39.3 25 mm diameter pipe
18.39.4 32 mm diameter pipe

18.39.5 40 mm diameter pipe

18.39.6 50 mm diameter pipe

18.39.7 65 mm diameter pipe

18.39.8 80 mm diameter pipe

18.40 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic
paint of approved quality :
18.40.1 15 mm diameter pipe

18.40.2 20 mm diameter pipe

18.40.3 25 mm diameter pipe
18.40.4 32 mm diameter pipe
18.40.5 40 mm diameter pipe
18.40.6 50 mm diameter pipe
18.40.7 65 mm diameter pipe
18.40.8 80 mm diameter pipe

18.41 Providing and filling sand of grading zone V or coarser grade all- round the G.I.
pipes in external work.
18.41.1 15 mm diameter pipe
18.41.2 20 mm diameter pipe
18.41.3 25 mm diameter pipe
18.41.4 32 mm diameter pipe

18.41.5 40 mm diameter pipe

18.41.6 50 mm diameter pipe
18.41.7 65 mm diameter pipe
18.41.8 80 mm diameter pipe
18.41.9 100 mm diameter pipe
18.41.10 150 mm diameter pipe
18.42 Boring with 100 mm diameter casing pipe for hand pump / tube well, in all
soils except ordinary hard rocks requiring blasting, including removing the
casing pipe after the hand pump / tube well is lowered and tested :

18.42.1 Up to 6 metres depth.

18.42.2 Beyond 6 m and up to 12 m depth.
18.42.3 Beyond 12 m and up to 18 m depth.
18.43 Providing and placing in position filters of 40 mm diameter G.I. pipe with
brass strainer of approved quality.
18.44 Providing and fixing to filter and lowering to proper levels 40 mm G.I. pipe for
tube well including cleaning and priming the tube well.
18.45 Providing and placing in position hand pump of approved quality for 40 mm
diameter G.I. pipe complete with all accessories.

18.46 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the
pipe and making long screws etc. complete (New work)
18.46.1 15 mm nominal bore
18.46.2 20 mm nominal bore
18.46.3 25 mm nominal bore

18.46.4 32 mm nominal
18.46.5 40 mm nominal bore
18.46.6 50mm nominal bore
18.46.7 65mm nominal bore
18.46.8 80 mm nominal bore

18.47 Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading
the pipe and making long screws including excavation, refilling the earth or
cutting of wall and making good the same complete wherever required :

18.47.1 15 mm nominal bore.

18.47.2 20 mm nominal bore.
18.47.3 25 mm nominal bore.
18.47.4 32 mm nominal bore.
18.47.5 40 mm nominal bore.
18.47.6 50 mm nominal bore.
18.47.7 65 mm nominal bore.
18.47.8 80 mm nominal bore.
18.48 Providing and placing on terrace (at all floor levels) polyethylene water
storage tank, IS : 12701 marked, with cover and suitable locking arrangement
and making necessary holes for inlet, outlet and overflow pipes but without
fittings and the base support for tank.

18.48A Providing and fixing rectangular high density polyethylene water storage loft
tank with cover, conforming to ISI : 12701, colour of opaque white or as
approved by Engineer-in-charge. The rate includesmaking necessary holes for
inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank
shall be paid separately.

18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to
IS:8931:
18.49.1 15 mm nominal bore.
18.50 Providing and fixing C.P. brass long nose bib cock of approved quality
conforming to IS standards and weighing not less than 810 gms.
18.50.1 15 mm nominal bore.
18.51 Providing and fixing C.P. brass long body bib cock of approved quality
conforming to IS standards and weighing not less than 690 gms.
18.51.1 15 mm nominal bore
18.52 Providing and fixing C.P. brass stop cock (concealed) of standard design and of
approved make conforming to IS:8931.

18.52.1 15 mm nominal bore.

18.53 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of
approved quality conforming to IS:8931 :
18.53.1 15mm nominal bore
18.53A Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of
approved make and quality as per direction of Engineer-in-charge.
18.54 Providing and fixing PTMT bib cock of approved quality and colour.

18.54.1 15mm nominal bore, 86 mm long. Weighing not less than 88 gms.
18.54.2 15 mm nominal bore, 122 mm long. Weighing not less than 99 gms.
18.54.3 15 mm nominal bore, 165 mm long. Weighing not less than 110 gms.
18.54.4 15mm nominal bore, 90 mm long. Weighing not less than 93 gms.
18.55 Providing and fixing PTMT stop cock of approved quality and colour.
18.55.1 15 mm nominal bore, 86 mm long. Weighing not less than 88 gms.
18.55.2 20mm nominal bore, 89 mm long. Weighing not less than 88 gms.
18.55.3 Concealed stop cock, 15 mm nominal bore, 108mm long. Weighing not less
than 108 gms.
18.56 Providing and fixing PTMT pillar cock of approved quality and colour .
18.56.1 15mm nominal bore, 107 mm long. Weighing not less than 110 gms.
18.56.2 15mm nominal bore, 125 mm long foam flow. Weighing not less than 120
gms.
18.57 Providing and fixing PTMT, push cock of approved quality and colour.
18.57.1 15 mm nominal bore, 98 mm long. Weighing not less than 75 gms.
18.57.2 15 mm nominal bore, 80 mm long. Weighing not less than 46 gms.
18.58 Providing and fixing PTMT grating of approved quality and colour.
18.58.1 Circular type.
18.58.1.1 100 mm nominal dia.
18.58.1.2 125 mm nominal dia with 25 mm waste hole.

18.58.2 Rectangular type with openable circular lid.

18.58.2.1 150 mm nominal size square 100 mm diameter of the inner hinged round
grating.
18.59 Providing and fixing C.I. double acting air valve of approved quality with bolts,
nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required
will be paid separately) :
18.59.1 50 mm dia
18.59.2 80 mm dia
18.59.3 100 mm dia
18.60 Providing and fixing enclosed type water meter (bulk type) conforming to IS :
2373 and tested by Municipal Board complete with bolts, nuts, rubber
insertions etc. (The tail pieces if required will be paid separately) :
18.60.1 80 mm dia nominal bore
18.60.2 100 mm dia nominal bore
18.60.3 150 mm dia nominal bore
18.60.4 200 mm dia nominal bore
18.61 Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts,
bolts, rubber insertions etc. complete conforming to IS : 2373 :
18.61.1 80 mm dia
18.61.2 100 mm dia.
18.61.3 150 mm dia

18.61.4 200 mm dia

18.62 Providing and fixing PTMT Ball cock of approved quality, colour and make
complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball.
18.62.1 15 mm nominal bore, 105 mm long. Weighing not less than 138 gms.
18.62.2 20 mm nominal bore, 120 mm long. Weighing not less than 198 gms.
18.62.3 25 mm nominal bore, 152 mm long. Weighing not less than 440 gms.
18.62.4 40mm nominal bore, 206mm long. Weighing not less than 690 gms.
18.62.5 50mm nominal bore, 242 mm long. Weighing not less than 1240 gms.
18.63 Providing and fixing PTMT angle stop cock 15 mm nominal bore. Weighing not
less than 85 gms.
18.64 Providing and fixing PTMT swivelling shower, 15mm nominal bore. Weighing
not less than 40 gms.
18.65 Providing and fixing PTMT soap Dish Holder having length of 138 mm, breadth
102 mm, height of 75 mm with concealed fitting arrangements. Weighing not
less than 106 gms.
18.66 Providing and laying S&S C.I. Standard specials such as tees, bends, collars
tapers and caps etc, suitable for flanged jointing as per IS :1538:
18.66.1 Up to 300 mm dia
18.66.2 Above 300 mm dia
18.67 Providing and laying S&S C.I. Standard specials suitable for mechanical
jointing as per IS : 13382 :
18.67.1 Up to 300 mm dia

18.67.2 Above 300 mm dia

18.68 Providing and laying D.I. specials of class K-12 suitable for push-on jointing as
per IS : 9523 :
18.68.1 Up to 600 mm dia
18.68.2 Above 600 mm dia
18.68A Providing and laying Class K-12 Ductile Iron double chamber restrained joint
(bolt less) specials such as tees, bends, collars, tapers and caps etc.
conforming to IS 9523 including testing of joints all complete :
18.68A.1 Up to 600 mm dia
18.68A.2 Above 600 mm dia

18.69 Providing and laying D.I. Specials of Class K - 12 suitable for mechanical
jointing as per IS : 9523 :
18.69.1 Up to 600 mm dia
18.69.2 Above 600 mm dia
18.70 Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron
Pipes including testing of joints and the cost of rubber gasket :
18.70.1 100 mm dia pipes
18.70.2 150 mm dia pipes

18.70.3 200 mm dia pipes

18.70.4 250 mm dia pipes
18.70.5 300 mm dia pipes

18.70.6 350 mm dia pipes

18.70.7 400 mm dia pipes
18.70.8 450 mm dia pipes
18.70.9 500 mm dia pipes
18.70.10 600 mm dia pipes
18.70.11 700 mm dia pipes
18.70.12 750 mm dia pipes
18.70.13 800 mm dia a pipes
18.70.14 900 mm dia pipes
18.70.15 1000 mm dia pipes
18.71 Providing and laying Double Flanged (screwed/ welded) Centrifugally (Spun)
Cast Iron, Class B (IS : 1536) :
18.71.1 100 mm dia C.I. Double Flanged Pipe
18.71.2 150 mm dia C.I. Double Flanged Pipe
18.71.3 200 mm dia C.I. Double Flanged Pipe
18.71.4 250 mm dia C.I. Double Flanged Pipe
18.71.5 300 mm dia C.I. Double Flanged Pipe
18.71.6 350 mm dia C.I. Double Flanged Pipe

18.71.7 400 mm dia C.I. Double Flanged Pipe

18.71.8 450 mm dia C.I. Double Flanged Pipe
18.71.9 500 mm dia C.I. Double Flanged Pipe
18.71.10 600 mm dia C.I. Double Flanged Pipe
18.72 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes
conforming to IS : 8329 :
18.72.1 100 mm dia Ductile Iron Class K-7 pipes

18.72.2 150 mm dia Ductile Iron Class K-7 pipes

18.72.3 200 mm dia Ductile Iron Class K-7 pipes
18.72.4 250 mm dia Ductile Iron Class K-7 pipes

18.72.5 300 mm dia Ductile Iron Class K-7 pipes

18.72.6 350 mm dia Ductile Iron Class K-7 pipes
18.72.7 400 mm dia Ductile Iron Class K-7 pipes
18.72.8 450 mm dia Ductile Iron Class K-7 pipes
18.72.9 500 mm dia Ductile Iron Class K-7 pipes
18.72.10 600 mm dia Ductile Iron Class K-7 pipes
18.72.11 700 mm dia Ductile Iron Class K-7 pipes
18.72.12 800 mm dia Ductile Iron Class K-7 pipes
18.72.13 900 mm dia Ductile Iron Class K-7 pipes
18.72.14 1000 mm dia Ductile Iron Class K-7 pipes
18.72.15 100 mm dia Ductile Iron Class K-9 pipes
18.72.16 150 mm dia Ductile Iron Class K-9 pipes
18.72.17 200 mm dia Ductile Iron Class K-9 pipes
18.72.18 250 mm dia Ductile Iron Class K-9 pipes
18.72.19 300 mm dia Ductile Iron Class K-9 pipes

18.72.20 350 mm dia Ductile Iron Class K-9 pipes

18.72.21 400 mm dia Ductile Iron Class K-9 pipes
18.72.22 450 mm dia Ductile Iron Class K-9 pipes
18.72.23 500 mm dia Ductile Iron Class K-9 pipes
18.72.24 600 mm dia Ductile Iron Class K-9 pipes
18.72.25 700 mm dia Ductile Iron Class K-9 pipes
18.72.26 750 mm dia Ductile Iron Class K-9 pipes
18.72.27 800 mm dia Ductile Iron Class K-9 pipes
18.72.28 900 mm dia Ductile Iron Class K-9 pipes
18.72.29 1000 mm dia Ductile Iron Class K-9 pipes
18.72A Providing, laying, jointing and testing S&S Centrifugally Cast Ductile Iron
double chamber Class K-9 pressure pipes conforming to IS 8329:2000 with
restrained Joints (bolt less), all complete.
18.72A.1 100 mm nominal dia pipe
18.72A.2 150 mm nominal dia pipe
18.72A.3 200 mm nominal dia pipe
18.72A.4 250 mm nominal dia pipe
18.72A.5 300 mm nominal dia pipe
18.72A.6 350 mm nominal dia pipe
18.72A.7 400 mm nominal dia pipe
18.72A.8 450 mm nominal dia pipe
18.72A.9 500 mm nominal dia pipe
18.72A.10 600 mm nominal dia pipe
18.72A.11 700 mm nominal dia pipe
18.72A.12 750 mm nominal dia pipe
18.72A.13 800 mm nominal dia pipe
18.72A.14 900 mm nominal dia pipe
18.72A.15 1000 mm nominal dia pipe

18.73 Providing and laying Double Flanged (Screwed/ Welded) Centrifugally (Spun)
Ductile Iron Pipes of Class K - 9 conforming to IS: 8329 :
18.73.1 100 mm dia Ductile Iron Double Flanged
18.73.2 150 mm dia Ductile Iron Double Flanged
18.73.3 200 mm dia Ductile Iron Double Flanged
18.73.4 250 mm dia Ductile Iron Double Flanged
18.73.5 300 mm dia Ductile Iron Double Flanged
18.73.6 350 mm dia Ductile Iron Double Flanged
18.73.7 400 mm dia Ductile Iron Double Flanged
18.73.8 450 mm dia Ductile Iron Double Flanged
18.73.9 500 mm dia Ductile Iron Double Flanged
18.73.10 600 mm dia Ductile Iron Double Flanged
18.73.11 700 mm dia Ductile Iron Double Flanged
18.74 Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts,
collar and bush of approved quality and colour.
18.74.1 15 mm nominal bore with 30 cm length.
18.74.2 15 mm nominal bore with 45 cm length.
18.75 Providing and fixing PTMT extension nipple for water tank pipe, fittings of
approved quality and colour.
18.75.1 15 mm nominal bore. Weighing not less than 32 gms.
18.75.2 20mm nominal bore. Weighing not less than 40 gms.
18.75.3 25mm nominal bore. Weighing not less than 62 gms.

18.76 Cutting holes up to 30x30 cm in walls including making good the same:
18.76.1 With common burnt clay F.P.S. (non modular) bricks.
18.77 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe
etc. and repairing the hole after insertion of drain pipe etc. with cement
concrete 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm
nominal size), including finishing complete so as to make it leak proof.

18.78 Making chases up to 7.5x7.5 cm in walls including making good and finishing
with matching surface after housing G.I. pipe etc.

18.79 Making hole up to 20x20 cm and embedding pipes up to 150 mm diameter in

masonry and filling with cement concrete 1:3:6 (1 cement: 3 coarse sand : 6
graded stone aggregate 20 mm nominal size)including disposal of malba.
18.80 Disinfecting C.I. water mains by flushing with water containing bleaching
powder @ 0.5 gms per litre of water and cleaning the same with fresh water,
operation to be repeated three times including getting the sample of water
from the disinfected main tested in the municipal laboratory.

18.80.1 80 mm diameter C.I. pipe

18.80.2 100 mm diameter C.I. pipe

18.80.3 125 mm diameter C.I. pipe

18.80.4 150 mm diameter C.I. pipe

18.80.5 200 mm diameter C.I. pipe

18.80.6 250 mm diameter C.I. pipe

18.80.7 300 mm diameter C.I. pipe
18.80.8 350 mm diameter C.I. pipe
18.80.9 400 mm diameter C.I. pipe
18.80.10 450 mm diameter C.I. pipe
18.80.11 500 mm diameter C.I. pipe
18.80.12 600 mm diameter C.I. pipe

18.81 Extra for every operation of disinfecting the C.I. main by flushing with water
containing bleaching powder @ 0.5 gms per litre of water and cleaning the
same with fresh water, including getting the samples of water tested in the
municipal laboratory:

18.81.1 80 mm diameter C.I. pipe

18.81.2 100 mm diameter C.I. pipe
18.81.3 125 mm diameter C.I. pipe
18.81.4 150 mm diameter C.I. pipe
18.81.5 200 mm diameter C.I. pipe
18.81.6 250 mm diameter C.I. pipe

18.81.7 300 mm diameter C.I. pipe

18.81.8 350 mm diameter C.I. pipe
18.81.9 400 mm diameter C.I. pipe
18.81.10 450 mm diameter C.I. pipe
18.81.11 500 mm diameter C.I. pipe
18.81.12 600 mm diameter C.I. pipe
18.82 Dismantling old C.I. pipes including excavation and refilling trenches after
taking out the pipes, breaking lead caulked joints, melting of lead and making
into blocks including stacking of pipes at site lead upto 50 metre:
18.82.1 80 mm diameter C.I. pipe
18.82.2 100 mm diameter C.I. pipe

18.82.3 125 mm diameter C.I. pipe

18.82.4 150 mm diameter C.I. pipe
18.82.5 200 mm diameter C.I. pipe
18.82.6 250 mm diameter C.I. pipe
18.82.7 300 mm diameter C.I. pipe
18.82.8 350 mm diameter C.I. pipe
18.82.9 400 mm diameter C.I. pipe
18.82.10 450 mm diameter C.I. pipe
18.82.11 500 mm diameter C.I. pipe
18.82.12 600 mm diameter C.I. pipe
18.83 Labour for cutting C.I. pipe with steel saw.

18.83.1 80 mm diameter C.I. pipe

18.83.2 100 mm diameter C.I. pipe
18.83.3 125 mm diameter C.I. pipe
18.83.4 150 mm diameter C.I. pipe

18.83.5 200 mm diameter C.I. pipe

18.83.6 250 mm diameter C.I. pipe

18.83.7 300 mm diameter C.I. pipe

18.83.8 350 mm diameter C.I. pipe

18.83.9 400 mm diameter C.I. pipe
18.83.10 450 mm diameter C.I. pipe
18.83.11 500 mm diameter C.I. pipe
18.83.12 600 mm diameter C.I. pipe
18.84 Providing & fixing chrome plated brass battery based infrared sensor
operated pillar cock, having foam flow technology.
18.84.1 15 mm nominal bore.
18.85 Providing and fixing Stainless Steel pipe and fitting of grade AISI 304 as per JIS
standard 3448 complete with press type fitting (fitting shall be paid for
separately) i/c fixing of the pipe with clamps at 1.00 m spacing including
cutting and making good the walls including testing of joints complete as per
direction of Engineer-in-charge. (The pipe length inserted in the fitting shall
not be measured for payment) Internal work - Exposed on wall

18.85.1 15.88 mm outer dia Pipe

18.85.2 22.22 mm outer dia Pipe

18.85.3 28.58 mm outer dia Pipe
18.85.4 34.00 mm outer dia Pipe
18.85.5 42.70 mm outer dia Pipe
18.85.6 48.60 mm outer dia Pipe
18.85A Providing and fixing stainless Steel pipe and fitting of grade 316L as per IS
6911:2017 and conforming to EN-10312 standards complete with press type
fitting ( fitting shall be paid for separately) i/c fixing of the pipe with clamps at
1.00 m spacing including cutting and making good the walls including testing
of joints complete as per the direction of Engineer- in- charge. ( The pipe
length inserted in the fitting shall not be measure for payment).

18.85A.1 15 mm outer dia Pipe

18.85A.2 22 mm outer dia Pipe
18.85A.3 28 mm outer dia Pipe

18.85A.4 35 mm outer dia Pipe

18.85A.5 42 mm outer dia Pipe

18.85A.6 54 mm outer dia Pipe
18.86 Providing and fixing Stainless Steel pipe and fitting of grade AISI 304 as per JIS
standard 3448 complete with press type fitting (fitting shall be paid for
separately) i/c fixing of the pipe with clamps at 1.00 m spacing and also
including cutting of chases and making good the walls including testing of
joints complete as per direction of Engineer-in-charge. (The pipe length
inserted in the fitting shall not be measured for payment) Internal work-
Concealed pipe

18.86.1 15.88 mm outer dia Pipes.

18.86.2 22.22 mm outer dia Pipes.

18.86A Providing and fixing stainless Steel pipe and fitting of grade 316L as per IS
6911:2017 and conforming to EN-10312 standards complete with press type
fitting ( fitting shall be paid for separately) i/c fixing of the pipe with clamps at
1.00 m spacing and also including cutting of chases and making good the walls
including testing of joints complete as per the direction of Engineer- in-
charge. ( The pipe length inserted in the fitting shall not be measure for
payment). Internal work - Concealed Pipe

18.86A.1 15 mm outer dia. Pipes

18.86A.2 22 mm outer dia Pipes

18.87 Providing and fixing required Stainless Steel Fitting of press fit design of grade
AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and
with O-ring sealing gasket of EPDM material of required dia as per direction of
Engineer-in-charge - Coupling/Socket.

18.87.1 For 15.88 mm outer dia pipe

18.87.2 For 22.22 mm outer dia pipe

18.87.3 For 28.58 mm outer dia pipe

18.87.4 For 34.00 mm outer dia pipe
18.87.5 For 42.70 mm outer dia pipe
18.87.6 For 48.60 mm outer dia pipe
18.87A Providing and fixing required Stainless Steel Fitting of press fit design of grade
AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and
with O-ring sealing gasket of EPDM material of required dia as per direction of
Engineer-in-charge - Coupling/Socket.

18.87A.1 For 15 mm outer dia pipe

18.87A.2 For 22 mm outer dia pipe
18.87A.3 For 28 mm outer dia pipe
18.87A.4 For 35 mm outer dia pipe
18.87A.5 For 42 mm outer dia pipe
18.87A.6 For 54 mm outer dia pipe
18.88 Providing and fixing required Stainless Steel Fitting of press fit design of grade
AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and
with O-ring sealing gasket of EPDM material of providing and fixing required
Stainless Steel Fitting of press fit design of grade AISI 304 conforming to
JWWA G116 standard with V-profile or M-profile and with O-ring sealing
gasket of EPDM material of required dia as per dirction of Engineer-in-charge

Reducer
18.88.1 For 22.22 mm x 15.88 mm outer dia pipe
18.88.2 For 28.58 mm x 15.88 mm outer dia pipe
18.88.3 For 28.58 mm x 22.22 mm outer dia pipe
18.88.4 For 34.00 mm x 15.88 mm outer dia pipe
18.88.5 For 34.00 mm x 22.22 mm outer dia pipe
18.88.6 For 34.00 mm x 28.58 mm outer dia pipe
18.88.7 For 42.70 mm x 15.88 mm outer dia pipe
18.88.8 For 42.70 mm x 22.22 mm outer dia pipe
18.88.9 For 42.70 mm x 28.58 mm outer dia pipe

18.88.10 For 42.70 mm x 34.00 mm outer dia pipe

18.88.11 For 48.60 mm x 15.88 mm outer dia pipe
18.88.12 For 48.60 mm x 22.22 mm outer dia pipe
18.88.13 For 48.60 mm x 28.58 mm outer dia pipe

18.88.14 For 48.60 mm x 34.00 mm outer dia pipe

18.88.15 For 48.60 mm x 42.70 mm outer dia pipe
18.88A Providing and fixing required Stainless Steel Fitting of press fit design of grade
316L as per IS : 6911:2017 and conforming to EN-10312 standard with V-
profile and with O-ring sealing gasket of EPDM material of requireddia as per
dirction of Engineer-in-charge.

Reducer
18.88A.1 For 22 mm x 15 mm outer dia pipe

18.88A.2 For 28 mm x 15 mm outer dia pipe

18.88A.3 For 28 mm x 22 mm outer dia pipe
18.88A.4 For 35 mm x 22 mm outer dia pipe
18.88A.5 For 35 mm x 28 mm outer dia pipe
18.88A.6 For 42 mm x 22 mm outer dia pipe

18.88A.7 For 42 mm x 28 mm outer dia pipe

18.88A.8 For 42 mm x 35 mm outer dia pipe
18.88A.9 For 54 mm x 28 mm outer dia pipe
18.88A.10 For 54 mm x 35 mm outer dia pipe
18.88A.11 For 54 mm x 42 mm outer dia pipe
18.89 Providing and fixing required Stainless Steel Fitting of press fit design of grade
AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and
with O-ring sealing gasket of EPDM material of required dia as per direction of
Engineer-in-charge - Slip Coupling/Socket

18.89.1 For 15.88 mm outer dia pipe

18.89.2 For 22.22 mm outer dia pipe

18.89.3 For 28.58 mm outer dia pipe

18.89.4 For 34.00 mm outer dia pipe

18.89.5 For 42.70 mm outer dia pipe
18.89.6 For 48.60 mm outer dia pipe
18.89A Providing and fixing required Stainless Steel Fitting of press fit design of grade
316L as per IS 6911:2017 and conforming to EN-10312 standard with V-profile
and with O-ring sealing gasket of EPDM material of required dia as per
direction of Engineer-in-charge - Sleeve/Slip Coupling/Socket

18.89A.1 For 15 mm outer dia pipe

18.89A.2 For 22 mm outer dia pipe
18.89A.3 For 28 mm outer dia pipe
18.89A.4 For 35 mm outer dia pipe
18.89A.5 For 42 mm outer dia pipe

18.89A.6 For 54 mm outer dia pipe

18.90 Providing and fixing required Stainless Steel Fitting of press fit design of grade
AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and
with O-ring sealing gasket of EPDM material of required dia as per direction of
Engineer-in-charge : Elbow 90 degrees

18.90.1 For 15.88 mm outer dia pipe

18.90.2 For 22.22 mm outer dia pipe
18.90.3 For 28.58 mm outer dia pipe
18.90.4 For 34.00 mm outer dia pipe

18.90.5 For 42.70 mm outer dia pipe

18.90.6 For 48.60 mm outer dia pipe
18.90A Providing and fixing required Stainless Steel Fitting of press fit design of grade
316L as per IS 6911:2017 and conforming to EN-10312 standard with V-profile
and with O-ring sealing gasket of EPDM material of required dia as per
direction of Engineer-in-charge - Elbow 90 degrees

18.90A.1 For 15 mm outer dia pipe

18.90A.2 For 22 mm outer dia pipe
18.90A.3 For 28 mm outer dia pipe
18.90A.4 For 35 mm outer dia pipe
18.90A.5 For 42 mm outer dia pipe
18.90A.6 For 54 mm outer dia pipe
18.91 Providing and fixing required Stainless Steel Fitting of press fit design of grade
AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and
with O-ring sealing gasket of EPDM material of required dia as per direction of
Engineer-in-charge. : Reducing Elbow 90 degrees

18.91.1 For 22.22 mm x 15.88 mm outer dia pipe

18.91.2 For 28.58 mm x 15.88 mm outer dia pipe
18.91.3 For 28.58 mm x 22.22 mm outer dia pipe

18.91.4 For 34.00 mm x 22.22 mm outer dia pipe

18.91.5 For 34.00 mm x 28.58 mm outer dia pipe
18.91.6 For 42.70 mm x 34.00 mm outer dia pipe

18.92 Providing and fixing required Stainless Steel Fitting of press fit design of grade
AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and
with O-ring sealing gasket of EPDM material of required dia as per direction of
Engineer-in-charge. : Equal Tee

18.92.1 For 15.88 mm outer dia pipe

18.92.2 For 22.22 mm outer dia pipe
18.92.3 For 28.58 mm outer dia pipe
18.92.4 For 34.00 mm outer dia pipe.
18.92.5 For 42.70 mm outer dia pipe
18.92.6 For 48.60 mm outer dia pipe
18.92A Providing and fixing required Stainless Steel Fitting of press fit design of grade
316L as per IS 6911:2017 and conforming to EN-10312 standard with V-profile
and with O-ring sealing gasket of EPDM material of required dia as per
direction of Engineer-in-charge - Equal Tee

18.92A.1 For 15 mm outer dia pipe

18.92A.2 For 22 mm outer dia pipe
18.92A.3 For 28 mm outer dia pipe
18.92A.4 For 35 mm outer dia pipe
18.92A.5 For 42 mm outer dia pipe
18.92A.6 For 54 mm outer dia pipe
18.93 Providing and fixing required Stainless Steel Fitting of press fit design of grade
AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and
with O-ring sealing gasket of EPDM material of required dia as per direction of
Engineer-in-charge : Reducing Tee

18.93.1 For 22.22 mm x 15.88 mm outer dia pipe

18.93.2 For 28.58 mm x 15.88 mm outer dia pipe
18.93.3 For 28.58 mm x 22.22 mm outer dia pipe
18.93.4 For 34.00 mm x 15.88 mm outer dia pipe
18.93.5 For 34.00 mm x 22.22 mm outer dia pipe
18.93.6 For 34.00 mm x 28.58 mm outer dia pipe
18.93.7 For 42.70 mm x 15.88 mm outer dia pipe
18.93.8 For 42.70 mm x 22.22 mm outer dia pipe
18.93.9 For 42.70 mm x 28.58 mm outer dia pipe
18.93.10 For 42.70 mm x 34.00 mm outer dia pipe
18.93.11 For 48.60 mm x 15.88 mm outer dia pipe
18.93.12 For 48.60 mm x 22.22 mm outer dia pipe
18.93.13 For 48.60 mm x 28.58 mm outer dia pipe
18.93.14 For 48.60 mm x 34.00 mm outer dia pipe
18.93.15 For 48.60 mm x 42.70 mm outer dia pipe
18.93A Providing and fixing required Stainless Steel Fitting of press fit design of grade
316L as per IS 6911:2017 and conforming to EN-10312 standard with V-profile
and with O-ring sealing gasket of EPDM material of required dia as per
direction of Engineer-in-charge - Reducing Tee

18.93A.1 For 22 mm x 15 mm outer dia pipe

18.93A.2 For 28 mm x 15 mm outer dia pipe
18.93A.3 For 28 mm x 22 mm outer dia pipe
18.93A.4 For 35 mm x 15 mm outer dia pipe
18.93A.5 For 35 mm x 22 mm outer dia pipe
18.93A.6 For 35 mm x 28 mm outer dia pipe
18.93A.7 For 42 mm x 22 mm outer dia pipe
18.93A.8 For 42 mm x 28 mm outer dia pipe
18.93A.9 For 42 mm x 35 mm outer dia pipe
18.93A.10 For 54 mm x 22 mm outer dia pipe

18.93A.11 For 54 mm x 28 mm outer dia pipe

18.93A.12 For 54 mm x 35 mm outer dia pipe
18.93A.13 For 54 mm x 42 mm outer dia pipe
18.94 Providing and fixing required Stainless Steel Fitting of press fit design of grade
AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and
with O-ring sealing gasket of EPDM material of required dia as per direction of
Engineer-in-charge : Male Thread Tee

18.94.1 For 15.88 mm outer dia x 15 mm nominal dia threaded

18.94.2 For 22.22 mm outer dia x 15 mm nominal dia threaded
18.94.3 For 22.22 mm outer dia x 20 mm nominal dia threaded
18.94.4 For 28.58 mm outer dia x 15 mm nominal dia threaded
18.94.5 For 28.58 mm outer dia x 20 mm nominal dia threaded
18.94.6 For 28.58 mm outer dia x 25 mm nominal dia threaded
18.94.7 For 34.00 mm outer dia x 15 mm nominal dia threaded
18.94.8 For 34.00 mm outer dia x 20 mm nominal dia threaded
18.94.9 For 34.00 mm outer dia x 25 mm nominal dia threaded
18.94.10 For 34.00 mm outer dia x 32 mm nominal dia threaded
18.94.11 For 42.70 mm outer dia x 15 mm nominal dia threaded
18.94.12 For 42.70 mm outer dia x 20 mm nominal dia threaded

18.94.13 For 42.70 mm outer dia x 25 mm nominal dia threaded

18.94.14 For 42.70 mm outer dia x 32 mm nominal dia threaded
18.94.15 For 42.70 mm outer dia x 40 mm nominal dia threaded
18.94.16 For 48.60 mm outer dia x 15 mm nominal dia threaded
18.94.17 For 48.60 mm outer dia x 20 mm nominal dia threaded
18.94.18 For 48.60 mm outer dia x 25 mm nominal dia threaded
18.94.19 For 48.60 mm outer dia x 32 mm nominal dia threaded
18.94.20 For 48.60 mm outer dia x 40 mm nominal dia threaded
18.94.21 For 48.60 mm outer dia x 50 mm nominal dia threaded
18.95 Providing and fixing required Stainless Steel Fitting of press fit design of grade
AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and
with O-ring sealing gasket of EPDM material of required dia as per direction of
Engineer-in-charge : Female Thread Tee

18.95.1 For 15.88 mm outer dia x 15 mm nominal dia threaded

18.95.2 For 22.22 mm outer dia x 15 mm nominal dia threaded

18.95.3 For 22.22 mm outer dia x 20 mm nominal dia threaded

18.95.4 For 28.58 mm outer dia x 15 mm nominal dia threaded
18.95.5 For 28.58 mm outer dia x 20 mm nominal dia threaded

18.95.6 For 28.58 mm outer dia x 25 mm nominal dia threaded

18.95.7 For 34.00 mm outer dia x 15 mm nominal dia threaded
18.95.8 For 34.00 mm outer dia x 20 mm nominal dia threaded
18.95.9 For 34.00 mm outer dia x 25 mm nominal dia threaded
18.95.10 For 34.00 mm outer dia x 32 mm nominal dia threaded
18.95.11 For 42.70 mm outer dia x 15 mm nominal dia threaded

18.95.12 For 42.70 mm outer dia x 20 mm nominal dia threaded

18.95.13 For 42.70 mm outer dia x 25 mm nominal dia threaded

18.95.14 For 42.70 mm outer dia x 32 mm nominal dia threaded

18.95.15 For 42.70 mm outer dia x 40 mm nominal dia threaded

18.95.16 For 48.60 mm outer dia x 15 mm nominal dia threaded
18.95.17 For 48.60 mm outer dia x 20 mm nominal dia threaded
18.95.18 For 48.60 mm outer dia x 25 mm nominal dia threaded
18.95.19 For 48.60 mm outer dia x 32 mm nominal dia threaded
18.95.20 For 48.60 mm outer dia x 40 mm nominal dia threaded
18.95.21 For 48.60 mm outer dia x 50 mm nominal dia threaded
18.95A Providing and fixing required Stainless Steel Fitting of press fit design of grade
316L as per IS 6911:2017 and conforming to EN-10312 standard with V-profile
and with O-ring sealing gasket of EPDM material of required dia as per
direction of Engineer-in-charge - Female Thread Tee

18.95A.1 For 15 mm outer dia x 1/2" nominal dia threaded

18.95A.2 For 22 mm outer dia x 1/2" nominal dia threaded
18.95A.3 For 22 mm outer dia x 3/4" nominal dia threaded

18.95A.4 For 28 mm outer dia x 1/2" nominal dia threaded

18.95A.5 For 28 mm outer dia x 3/4" nominal dia threaded
18.95A.6 For 28 mm outer dia x 1" nominal dia threaded
18.95A.7 For 35 mm outer dia x 1/2" nominal dia threaded
18.95A.8 For 35 mm outer dia x 1-1/4" nominal dia threaded
18.95A.9 For 42 mm outer dia x 1-1/4" nominal dia threaded
18.95A.10 For 54 mm outer dia x 1-1/2" nominal dia threaded
18.95A.11 For 54 mm outer dia x 2" nominal dia threaded
18.96 Providing and fixing required Stainless Steel Fitting of press fit design of grade
AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and
with O-ring sealing gasket of EPDM material of required dia as per direction of
Engineer-in-charge : Female Thread Connector/Adapter.

18.96.1 For 15.88 mm outer dia x 15 mm nominal dia threaded

18.96.2 For 22.22 mm outer dia x 15 mm nominal dia threaded
18.96.3 For 22.22 mm outer dia x 20 mm nominal dia threaded
18.96.4 For 28.58 mm outer dia x 15 mm nominal dia threaded
18.96.5 For 28.58 mm outer dia x 20 mm nominal dia threaded
18.96.6 For 28.58 mm outer dia x 25 mm nominal dia threaded

18.96.7 For 34.00 mm outer dia x 25 mm nominal dia threaded

18.96.8 For 34.00 mm outer dia x 32 mm nominal dia threaded
18.96.9 For 42.70 mm outer dia x 32 mm nominal dia threaded
18.96.10 For 42.70 mm outer dia x 40 mm nominal dia threaded
18.96.11 For 48.60 mm outer dia x 40 mm nominal dia threaded
18.96.12 For 48.60 mm outer dia x 50 mm nominal dia threaded
18.96A Providing and fixing required Stainless Steel Fitting of press fit design of grade
316L as per IS 6911:2017 and conforming to EN-10312 standard with V-profile
and with O-ring sealing gasket of EPDM material of required dia as per
direction of Engineer-in-charge - Female Thread Connector/Adapter

18.96A.1 For 15 mm outer dia x 1/2" nominal dia threaded

18.96A.2 For 22 mm outer dia x 1/2" nominal dia threaded
18.96A.3 For 22 mm outer dia x 3/4" nominal dia threaded

18.96A.4 For 28 mm outer dia x1" nominal dia threaded

18.96A.5 For 35 mm outer dia x 1-1/4" nominal dia threaded

18.96A.6 For 42 mm outer dia x1-1/2" nominal dia threaded

18.96A.7 For 54 mm outer dia x 2" nominal dia threaded
18.97 Providing and fixing required Stainless Steel Fitting of press fit design of grade
AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and
with O-ring sealing gasket of EPDM material of required dia as per direction of
Engineer-in-charge : Male Thread Connector/Adapter

18.97.1 For 15.88 mm outer dia x 15 mm nominal dia threaded

18.97.2 For 22.22 mm outer dia x 15 mm nominal dia threaded
18.97.3 For 22.22 mm outer dia x 20 mm nominal dia threaded
18.97.4 For 28.58 mm outer dia x 20 mm nominal dia threaded
18.97.5 For 28.58 mm outer dia x 25 mm nominal dia threaded
18.97.6 For 34.00 mm outer dia x 25 mm nominal dia threaded
18.97.7 For 34.00 mm outer dia x 32 mm nominal dia threaded
18.97.8 For 42.70 mm outer dia x 32 mm nominal dia threaded
18.97.9 For 42.70 mm outer dia x 40 mm nominal dia threaded
18.97.10 For 48.60 mm outer dia x 40 mm nominal dia threaded
18.97.11 For 48.60 mm outer dia x 50 mm nominal dia threaded

18.97A Providing and fixing required Stainless Steel Fitting of press fit design of grade
316L as per IS 6911:2017 and conforming to EN-10312 standard with V-profile
and with O-ring sealing gasket of EPDM material of required dia as per
direction of Engineer-in-charge - Male Thread Connector/Adapter

18.97A.1 For 15 mm outer dia x 1/2" nominal dia threaded

18.97A.2 For 22 mm outer dia x 1/2" nominal dia threaded

18.97A.3 For 22 mm outer dia x 3/4" nominal dia threaded
18.97A.4 For 28 mm outer dia x1" nominal dia threaded
18.97A.5 For 35 mm outer dia x 1-1/4" nominal dia threaded
18.97A.6 For 42 mm outer dia x1-1/2" nominal dia threaded
18.97A.7 For 54 mm outer dia x 2" nominal dia threaded
18.98 Providing and fixing required Stainless Steel Fitting of press fit design of grade
AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and
with O-ring sealing gasket of EPDM material of required dia as per direction of
Engineer-in-charge : Valve Connector

18.98.1 For 15.88 mm outer dia x 15 mm nominal dia threaded

18.98.2 For 22.22 mm outer dia x 15 mm nominal dia threaded
18.98.3 For 22.22 mm outer dia x 20 mm nominal dia threaded
18.98.4 For 28.58 mm outer dia x 25 mm nominal dia threaded
18.98.5 For 34.00 mm outer dia x 32 mm nominal dia threaded
18.98.6 For 42.70 mm outer dia x 40 mm nominal dia threaded
18.98.7 For 48.60 mm outer dia x 50 mm nominal dia threaded

18.99 Providing and fixing required Stainless Steel Fitting of press fit design of grade
AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and
with O-ring sealing gasket of EPDM material of required dia as per direction of
Engineer-in-charge : Female Threaded Elbow 90 degrees.

18.99.1 For 15.88 mm outer dia x 15 mm nominal dia threaded

18.99.2 For 22.22 mm outer dia x 15 mm nominal dia threaded

18.99.3 For 22.22 mm outer dia x 20 mm nominal dia threaded

18.99.4 For 28.58 mm outer dia x 25 mm nominal dia threaded

18.99.5 For 34.00 mm outer dia x 32 mm nominal dia threaded

18.99.6 For 42.70 mm outer dia x 32 mm nominal dia threaded

18.99.7 For 42.70 mm outer dia x 40 mm nominal dia threaded
18.99.8 For 48.60 mm outer dia x 40 mm nominal dia threaded
18.99.9 For 48.60 mm outer dia x 50 mm nominal dia threaded
18.99A Providing and fixing required Stainless Steel Fitting of press fit design of grade
316L as per IS 6911:2017 and conforming to EN-10312 standard with V-profile
and with O-ring sealing gasket of EPDM material of required dia as per
direction of Engineer-in-charge - Female Threaded Elbow 90 degrees

18.99A.1 For 15 mm outer dia x 1/2" nominal dia threaded

18.99A.2 For 22 mm outer dia x 3/4" nominal dia threaded

18.99A.3 For 28 mm outer dia x 1" nominal dia threaded

18.99A.4 For 35 mm outer dia x1-1/4" nominal dia threaded
18.99A.5 For 42 mm outer dia x 1-1/2" nominal dia threaded
18.99A.6 For 54 mm outer dia x 2" nominal dia threaded
18.100 Providing and fixing required Stainless Steel Fitting of press fit design of grade
AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and
with O-ring sealing gasket of EPDM material of required dia as per direction of
Engineer-in-charge : Male Threaded Elbow 90 degrees

18.100.1 For 15.88 mm outer dia x 15 mm nominal dia threaded

18.100.2 For 22.22 mm outer dia x 15 mm nominal dia threaded

18.100.3 For 22.22 mm outer dia x 20 mm nominal dia threaded

18.100.4 For 28.58 mm outer dia x 25 mm nominal dia threaded
18.100.5 For 34.00 mm outer dia x 25 mm nominal dia threaded
18.100.6 For 34.00 mm outer dia x 32 mm nominal dia threaded
18.100.7 For 42.70 mm outer dia x 32 mm nominal dia threaded
18.100.8 For 42.70 mm outer dia x 40 mm nominal dia threaded
18.100.9 For 48.60 mm outer dia x 40 mm nominal dia threaded
18.100.10 For 48.60 mm outer dia x 50 mm nominal dia threaded
18.100A Providing and fixing required Stainless Steel Fitting of press fit design of grade
316L as per IS 6911:2017 and conforming to EN-10312 standard with V-profile
and with O-ring sealing gasket of EPDM material of required dia as per
direction of Engineer-in-charge - Male Threaded Elbow 90 degrees

18.100A.1 For 15 mm outer dia x 1/2" nominal dia threaded

18.100A.2 For 22 mm outer dia x 3/4" nominal dia threaded
18.100A.3 For 28 mm outer dia x 1" nominal dia threaded
18.100A.4 For 35 mm outer dia x1-1/4" nominal dia threaded
18.100A.5 For 42 mm outer dia x 1-1/2" nominal dia threaded
18.100A.6 For 54 mm outer dia x 2" nominal dia threaded
18.101 Providing and fixing required Stainless Steel Fitting of press fit design of grade
AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and
with O-ring sealing gasket of EPDM material of required dia as per direction of
Engineer-in-charge. : Cap

18.101.1 For 15.88 mm outer dia pipe

18.101.2 For 22.22 mm outer dia pipe

18.101.3 For 28.58 mm outer dia pipe

18.101.4 For 34.00 mm outer dia pipe

18.101.5 For 42.70 mm outer dia pipe
18.101.6 For 48.60 mm outer dia pipe
18.101A Providing and fixing required Stainless Steel Fitting of press fit design of grade
316L as per IS 6911:2017 and conforming to EN-10312 standard with V-profile
and with O-ring sealing gasket of EPDM material of required dia as per
direction of Engineer-in-charge - Cap

18.101A.1 For 15 mm outer dia pipe

18.101A.2 For 22 mm outer dia pipe
18.101A.3 For 28 mm outer dia pipe
18.101A.4 For 35 mm outer dia pipe

18.101A.5 For 42 mm outer dia pipe

18.101A.6 For 54 mm outer dia pipe

18.102 Providing and fixing required Stainless Steel Fitting of press fit design of grade
AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and
with O-ring sealing gasket of EPDM material of required dia as per direction of
Engineer-in-charge. : Pipe Bridge

18.102.1 For 15.88 mm outer dia pipe

18.102.2 For 22.22 mm outer dia pipe
18.102.3 For 28.58 mm outer dia pipe
18.102A Providing and fixing required Stainless Steel Fitting of press fit design of grade
316L as per IS 6911:2017 and conforming to EN-10312 standard with V-profile
and with O-ring sealing gasket of EPDM material of required dia as per
direction of Engineer-in-charge - Pipe Bridge
18.102A.1 For 15 mm outer dia pipe

18.102A.2 For 22 mm outer dia pipe

18.102A.3 For 28 mm outer dia pipe

18.103 Providing and fixing required Stainless Steel Fitting of press fit design of grade
316L as per IS 6911:2017 and conforming to EN-10312 standard with V-profile
and with O-ring sealing gasket of EPDM material of required dia as per
direction of Engineer-in-charge - Male Union

18.103.1 For 15 mm outer dia x 1/2" nominal dia threaded

18.103.2 For 22 mm outer dia x 1/2" nominal dia threaded

18.103.3 For 22 mm outer dia x 3/4" nominal dia threaded

18.103.4 For 28 mm outer dia x1" nominal dia threaded

18.103.5 For 35 mm outer dia x 1-1/4" nominal dia threaded

18.103.6 For 42 mm outer dia x1-1/2" nominal dia threaded
18.103.7 For 54 mm outer dia x 2" nominal dia threaded
18.104 Providing and fixing required Stainless Steel Fitting of press fit design of grade
316L as per IS 6911:2017 and conforming to EN-10312 standard with V-profile
and with O-ring sealing gasket of EPDM material of required dia as per
direction of Engineer-in-charge - Female Union

18.104.1 For 22 mm outer dia x 3/4" nominal dia threaded

18.104.2 For 28 mm outer dia x 1" nominal dia threaded
18.105 Providing and fixing required Stainless Steel Fitting of press fit design of grade
316L as per IS 6911:2017 and conforming to EN-10312 standard with V-profile
and with O-ring sealing gasket of EPDM material of required dia as per
direction of Engineer-in-charge - Female Transition Elbow / FTE

18.105.1 For 15 mm outer dia x 1/2" nominal dia threaded

18.105.2 For 22 mm outer dia x 1/2" nominal dia threaded
18.105.3 For 22 mm outer dia x 3/4" nominal dia threaded
Sub-Head : Drainage
19.1 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff
mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand)
including testing of joints etc. complete :
19.1.1 100 mm diameter
19.1.2 150 mm diameter

19.1.3 200 mm diameter

19.1.4 250 mm diameter
19.1.5 300 mm diameter
19.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10
graded stone aggregate 40 mm nominal size) all-round S.W. pipes including
bed concrete as per standard design :
19.2.1 100 mm diameter S.W. pipe
19.2.2 150 mm diameter S.W. pipe
19.2.3 200 mm diameter S.W. pipe

19.2.4 250 mm diameter S.W. pipe

19.3 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10
graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes
including bed concrete as per standard design :
19.3.1 100 mm diameter S.W. pipe
19.3.2 150 mm diameter S.W. pipe
19.3.3 200 mm diameter S.W. pipe
19.3.4 250 mm diameter S.W. pipe
19.3.5 300 mm diameter S.W. pipe

19.4 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with
C.I. grating brick masonry chamber with water tight C.I. cover with frame of
300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and
frame to be not less than 2.70 kg as per standard design:

19.4.1 100x100 mm size P type

19.4.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

19.4.1.2 With Sewer bricks conforming to IS : 4885

19.4.2 150 x 100 mm size P type.
19.4.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

19.4.2.2 With sewer bricks conforming to IS : 4885

19.4.3 180x150 mm size P type

19.4.3.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

19.4.3.2 With Sewer bricks conforming to IS : 4885

19.5 Dismantling of old S.W. pipes including breaking of joints and bed concrete
stacking of useful materials near the site within 50 m lead and disposal of
unserviceable materials into municipal dumps :
19.5.1 100 mm diameter
19.5.2 150 mm diameter
19.5.3 200 mm diameter
19.5.4 250 mm diameter
19.5.5 300 mm diameter
19.5.6 350 mm diameter

19.5.7 400 mm diameter

19.5.8 450 mm diameter
19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with
collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1
cement : 2 fine sand) including testing of joints etc. complete :
19.6.1 100 mm dia. R.C.C. pipe
19.6.2 150 mm dia. R.C.C. pipe
19.6.3 250 mm dia. R.C.C. pipe

19.6.4 300 mm dia. R.C.C. pipe

19.6.5 450 mm dia. R.C.C. pipe

19.6.6 500 mm dia. R.C.C. pipe

19.6.7 600 mm dia. R.C.C. pipe
19.6.8 700 mm dia. R.C.C. pipe
19.6.9 800 mm dia. R.C.C. pipe
19.6.10 900 mm dia. R.C.C. pipe
19.6.11 1000 mm dia. R.C.C. pipe
19.6.12 1100 mm dia. R.C.C. pipe
19.6.13 1200 mm dia. R.C.C. pipe
19.7 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4
coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand
(zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation
concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone
aggregate 40 mm nominal size), inside plastering 12 mm thick with cement
mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat
cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse
sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating
coat of neat cement complete as per standard design :

19.7.1 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light
duty) 455x610 mm internal dimensions, total weight of cover and frame to be
not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :
19.7.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

19.7.1.2 With Sewer bricks conforming to IS : 4885

19.7.2 Inside size 120x90 cm and 90 cm deep including C.I. cover with frame
(medium duty) 500 mm internal diameter, total weight of cover and frame to
be not less than 1 16 kg (weight of cover 58 kg and weight of frame 58 kg) :

19.7.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

19.7.2.2 With Sewer bricks conforming to IS : 4885

19.7.3 Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy
duty) 560 mm internal diameter, total weight of cover and frame to be not
less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) :

19.7.3.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

19.7.3.2 With Sewer bricks conforming to IS : 4885

19.8 Extra for depth for manholes
19.8.1 Size 90x80 cm
19.8.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

19.8.1.2 With Sewer bricks conforming to IS : 4885

19.8.2 Size 120x90 cm
19.8.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

19.8.2.2 With Sewer bricks conforming to IS : 4885

19.9 Constructing brick masonry circular type manhole 0.91 m internal dia at
bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand),
inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3
coarse sand) finished with a floating coat of neat cement, foundation
concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40
mm nominal size), and making necessary channel in cement concrete 1:2:4 (1
cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
finished with a floating coat of neat cement, all complete as per standard
design :

19.9.1 0.91 m deep with S.F .R.C. cover and frame (heavy duty , HD-20 grade
designation) 560 mm internal diameter conforming to I.S. 12592, total weight
of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4
(1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
including centering, shuttering all complete. (Excavation, foot rests and 12mm
thick cement plaster at the external surface shall be paid for separately) :

19.9.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

19.9.1.2 With Sewer bricks conforming to IS : 4885

19.10 Extra depth for circular type manhole 0.91 m internal dia (at bottom) beyond
0.91 m to 1.67 m
19.10.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

19.10.2 With Sewer bricks conforming IS : 4885

19.11 Constructing brick masonry circular manhole 1.22 m internal dia at bottom
and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside
cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse
sand) finished with a floating coat of neat cement foundation concrete 1:3:6
(1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse
sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating
coat of neat cement, all complete as per standard design :

19.11.1 1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade
designation) 560 mm internal diameter conforming to I.S. 12592, total weight
of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4
(1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
including centering, shuttering all complete. (Excavation, foot rests and 12
mm thick cement plaster at the external surface shall be paid for separately) :

19.11.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

19.11.1.2 With Sewer bricks conforming IS : 4885

19.12 Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond
1.68 m to 2.29 m :
19.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

19.12.2 With Sewer bricks conforming IS : 4885

19.13 Constructing brick masonry circular manhole 1.52 m internal dia at bottom
and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside
cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse
sand) finished with a floating coat of neat cement, foundation concrete 1:3:6
(1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse
sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating
coat of neat cement, all complete as per standard design :

19.13.1 2.30 m deep with SFRC Cover and frame (heavy duty HD-20 grade
designation) 560 mm internal diameter conforming to I.S. 12592, total weight
of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4
(1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
including centering, shuttering all complete. (Excavation, foot rests and 12
mm thick cement plaster at the external surface shall be paid for separately) :

19.13.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

19.13.1.2 With Sewer bricks conforming IS : 4885

19.14 Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond
2.30 m :
19.14.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
19.14.2 With Sewer bricks conforming IS : 4885
19.15 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm
cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone
aggregate 20 mm nominal size) as per standard design :
19.15.1 With 20x20 mm square bar
19.15.2 With 20 mm diameter round bar
19.16 Providing orange colour safety foot rest of minimum 6 mm thick plastic
encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS:
1786, having minimum cross section as 23 mmx25 mm and over all minimum
length 263 mm and width as 165 mm with minimum 1 12 mm space between
protruded legs having 2 mm tread on top surface by ribbing or chequering
besides necessary and adequate anchoring projections on tail length on 138
mm as per standard drawing and suitable to with stand the bend test and
chemical resistance test as per specifications and having manufacture's
permanent identification mark to be visible even after fixing, including fixing
in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3
coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per
design.

19.17 Replacement of M.S. foot rests in manholes including dismantling concrete

blocks and fixing with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement :
3 coarse sand : 6 graded stone aggregate 20 mm nominal size) :
19.17.1 With 20x20 mm square bar
19.17.2 With 20 mm diameter round bar
19.18 Supplying and fixing C.I. cover without frame for manholes :
19.18.1 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be
not less than 23 kg.
19.18.2 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not
less than 58 kg.

19.18.3 560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not
less than 108 kg.
19.19 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of
required shape and approved quality
19.19.1 L D - 2.5

19.19.1.1 Rectangular shape 600x450 mm internal dimensions

19.19.1.2 Square shape 450 mm internal dimensions
19.19.1.3 Circular shape 450 mm internal diameter
19.19.2 M D - 10
19.19.2.1 Square shape 450 mm internal dimension
19.19.2.2 Circular shape 500 mm internal diameter
19.19.3 H D - 20
19.19.3.1 Circular shape 560 mm internal diameter
19.19.4 EHD - 35
19.19.4.1 Circular shape 560 mm internal dia.
19.20 Supplying and fixing C.I. cover 300x300 mm without frame for gully trap
(standard pattern) the weight of cover to be not less than 4.5 kg.
19.21 Making connection of drain or sewer line with existing manhole including
breaking into and making good the walls, floors with cement concrete 1:2:4
mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal
size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3
coarse sand) finished with a floating coat of neat cement and making
necessary channels for the drain etc. complete :

19.21.1 For pipes 100 to 250 mm diameter

19.21.2 For pipes 250 to 300 mm diameter
19.21.3 For pipes 350 to 450 mm diameter
19.22 Providing sand cast iron drop connection externally for 60 cm drop from
branch sewer line to main sewer manhole including inspection and cleaning
eye with chain and lid, sand cast iron drop pipe and bend encased all-round
with cement concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone
aggregate 40 mm nominal size) with all centering and shuttering required,
cutting holes in walls and making good with brick work in cement mortar 1:4
(1 cement : 4 coarse sand) plastered with cement mortar 1:3 (1 cement : 3
coarse sand) on inside of the manhole wall, lead caulked joints between sand
cast iron pipes and fittings, stiff cement mortar 1:1 (1 cement : 1 fine sand)
joints between sand cast iron tee and S.W. pipe, making required channels
complete as per standard design and specifications :

19.22.1 100 mm dia. sand cast iron drop connection

19.22.2 150 mm dia. sand cast iron drop connection
19.23 Extra for depths beyond 60 cm of sand cast iron drop connection complete :

19.23.1 For 100 mm dia. sand cast iron drop connection

19.23.2 For 150 mm dia. sand cast iron drop connection
19.24 Dismantling of manhole including R.C.C. top slab, C.I. cover with frame,
including stacking of useful materials near the site and disposal of
unserviceable materials within 50 m lead as per direction of Engineer-in-
Charge :

19.24.1 Rectangular manhole 90x80 cm and 45 cm deep

19.24.2 Rectangular manhole 120x90 cm and 90 cm deep
19.24.3 Rectangular arch type manhole 140x90 cm and 2.45 m deep
19.24.4 Circular manhole 122 cm diameter and 1.68 m deep
19.25 Extra for depth of manholes dismantled:
19.25.1 Rectangular manhole 90x80 cm and beyond 45 cm depth
19.25.2 Rectangular manhole 120x90 cm and beyond 90 cm depth
19.25.3 Rectangular arch type manhole 140x90 cm and beyond 2.45 m depth (up to
4.25 m depth).

19.25.4 Circular manhole 122 cm diameter and beyond 1.68 m depth (up to 2.29 m
depth)
19.26 Raising manhole cover and frame slab to required level including dismantling
existing slab and making good the damage as required (Raising depth of
manhole to be paid separately) :
19.26.1 Rectangular manhole 90x80 cm with rectangular cover 600x450 mm of grade
LD - 2.5
19.26.2 Rectangular manhole 120x90 cm with circular cover 500 mm dia of grade MD
- 10
19.26.3 Rectangular manhole 120x90 cm with circular cover 560 mm dia of grade HD -
20
19.26.4 Circular manhole 140 cm dia with circular cover 600 mm dia of grade EHD - 35

19.27 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in
cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast
R.C.C. horizontal grating with frame complete as per standard design :
19.27.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

19.28 Constructing brick masonry road gully chamber 45x45x77.5 cm with bricks in
cement mortar 1:4 (1 cement : 4 coarse sand ) with pre-cast R.C.C. vertical
grating complete as per standard design :
19.28.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

19.29 Constructing brick masonry road gully chamber 110x50x77.5 cm with bricks in
cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast
R.C.C. horizontal grating with frame and vertical grating complete as per
standard design :

19.29.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

19.30 Constructing brick masonry chamber for underground C.I. inspection chamber
and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I.
cover with frame (light duty) 455x610 mm internal dimensions, total weight
of cover with frame to be not less than 38 kg (weight of cover 23 kg and
weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine
sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete
1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal
size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3
coarse sand), finished smooth with a floating coat of neat cement on walls
and bed concrete etc. complete as per standard design:

19.30.1 Inside dimensions 455x610 mm and 45 cm deep for single pipe line :
19.30.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

19.30.2 Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two
inlets :
19.30.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
19.30.3 Inside dimensions 600x850 mm and 45 cm deep for pipe line with three or
more inlets :
19.30.3.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

19.31 Extra for depth beyond 45 cm of brick masonry chamber :

19.31.1 For 455x610 mm size

19.31.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

19.31.2 For 500x700 mm size

19.31.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

19.31.3 For 600x850 mm size

19.31.3.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

19.32 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick
honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m
long complete as per standard design.
19.32.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

19.33 Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W.
drain pipe 100 mm diameter and 1.20 m long complete as per standard
design.
19.34 Providing and fixing S.W. intercepting trap in manholes with stiff mixture of
cement mortar 1:1 (1 cement : 1 fine sand) including testing of joints etc.
complete :
19.34.1 100 mm dia
19.34.2 150 mm dia
19.35 Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes
including collars/ spigot jointed with stiff mixture of cement mortar in the
proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc.
complete

19.35.1 450 mm dia RCC pipes.

19.35.2 600 mm dia RCC pipes.
19.35.3 900 mm dia RCC pipes.
19.35.4 1000 mm dia RCC pipes. (Laying by manual/ mechanical means)
19.35.5 1200 mm dia RCC pipes. (Laying by manual/ mechanical means)

19.35.6 1800 mm dia RCC pipes. (Laying by manual/mechanical means)

19.36 Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes
including collars/spigot jointed with stiff mixture of cement mortar in the
proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc.
complete
19.36.1 450 mm dia RCC pipes.
19.36.2 600 mm dia RCC pipes.

19.36.3 900 mm dia RCC pipes.

19.36.4 1000 mm dia RCC pipes. (Laying by manual/mechanical means)

19.36.5 1200 mm dia RCC pipes. (Laying by manual/mechanical means)

19.36.6 1800 mm dia RCC pipes. (Laying by manual/mechanical means)

Sub-Head : Pile Work
20.1 Providing, driving with hydraulic piling rigs with power units and installing
driven cast-in-situ reinforced cement concrete piles of grade M-25 of
specified diameter and length below the pile cap, to carry safe working load
not less than specified, excluding the cost of steel reinforcement but including
the cost of shoe and the length of pile to be embedded in the pile cap etc. all
complete. (Length of pile for payment shall be measured from top of shoe to
the bottom of pile cap) :

20.1.1 400 mm dia piles

20.1.2 450 mm dia piles
20.1.3 500 mm dia piles
20.1.4 550 mm dia piles
20.1.5 750 mm dia piles
20.1.6 1000 mm dia piles
20.1.7 1200 mm dia piles
20.1.8 1500 mm dia piles

20.2 Boring, providing and installation bored cast-in-situ reinforced cement

concrete piles of grade M-25 of specified diameter and length below the pile
cap, to carry a safe working load not less than specified, excluding the cost of
steel reinforcement but including the cost of boring with bentonite solution
and temporary casing of appropriate length for setting out and removal of
same and the length of the pile to be embedded in the pile cap etc. by
percussion drilling using Direct mud circulation (DMC) or Bailer and chisel
technique by tripod and mechanical Winch Machine all complete, including
removal of excavated earth with all its lifts and leads (length of pile for
payment shall be measured up to bottom of pile cap).

20.2.1 450 mm dia piles

20.2.2 500mm dia piles
20.2.3 600 mm dia piles
20.2.4 750 mm dia piles
20.2A Boring, providing and installation bored cast-in-situ reinforced cement
concrete piles of grade M-25 of specified diameter and length below pile cap,
to carry a safe working load not less than specified, excluding the cost of steel
reinforcement but including the cost of boring with bentonite solution and
temporary casing of appropriate length for setting out and removal of same
and the length of the pile to be embedded in the pile cap etc. by Crawler
mounted, telescopic boom hydraulic pilling Rig all complete, including
removal of excavated earth with all its lifts and leads (length of pile for
payment shall be measured up to bottom of pile cap).

Note: Truck Mounted rotary/ TMR / Tubewell boring machine shall not be
used.

20.2A.1 600 mm dia piles.

20.2A.2 750 mm dia piles.
20.2A.3 1000 mm dia piles.
20.2A.4 1200 mm dia piles.
20.2A.5 1500 mm dia piles.
20.3 Boring with hydraulic piling rigs with power units, Providing and installing cast
in situ single under reamed piles of specified diameter and length below pile
cap in M-25 cement concrete, to carry a safe working load not less than
specified, excluding the cost of steel reinforcement but including the cost of
boring with bentonite solution and the length of the pile to be embedded in
pile cap etc. all complete. (Length of pile for payment shall be measured upto
the bottom of pile cap):

20.3.1 300 mm dia piles

20.3.2 400 mm dia piles

20.3.3 450 mm dia. piles
20.3.4 550 mm dia piles
20.4 Extra over single under ream for providing additional bulbs in under reamed
piles ,under specified diameter. (only the nos. of extra bulbs are to be paid)
20.4.1 300mm dia piles.
20.4.2 400mm dia piles.
20.4.3 450 mm dia piles.

20.4.4 550 mm dia piles.

20.5 Providing, driving (with vibrating pile driving hammer complete with power
units & accessories ) and installing driven Pre-cast reinforced cement
concrete piles of specified diameter and length below the pile cap in M-25
cement concrete to carry safe working load not less than specified with a
central through preformed hole with M.S. black pipe of dia, 40 mm for
grouting with cement sand grouting of mix 1:2 (1cement : 2 coarse sand)
under sufficient positive pressure to ensure complete filling including
centring, shuttering, driving and removing the steel casing pipe and lifting
casing etc. complete but excluding the cost of steel reinforcement. (Length of
pile for payment shall be measured from top of the shoe to the bottom of pile
cap).

20.5.1 400 mm dia piles.

20.5.2 450 mm dia piles.

20.5.3 500 mm dia piles.

20.5.4 550 mm dia piles.
20.5.5 750 mm dia piles.
20.5.6 1000 mm dia piles.

20.6 Vertical load testing of piles in accordance with IS 2911 (Part IV) including
installation of loading platform by Kentledge/Anchor piles method and
preparation of pile head or construction of test cap and dismantling of test
cap after test etc. complete as per specification & the direction of Engineer in-
charge.

Note:- 1 . Initial and Routine Load test shall not be carried out by Dynamic
method of testing.
Note:-2. Testing agency shall submit the design of loading platform for the
approval of Engineer-in-charge.
20.6.1 Single pile upto 50 tonne safe capacity
20.6.1.1 Initial test. ( Test load 2.5 times the safe capacity)
20.6.1.2 Routine test ( Test load 1.5 times the safe capacity)
20.6.2 Single pile above 50 tonne and upto 100 tonne safe capacity
20.6.2.1 Initial test ( Test load 2.5 times the safe capacity)

20.6.2.2 Routine test. ( Test load 1.5 times the safe capacity)
20.6.3 Group of two or more piles upto 50 tonne safe capacity
20.6.3.1 Initial test ( Test load 2.5 times the safe capacity)

20.6.3.2 Routine test ( Test load 1.5 times the safe capacity)
20.7 Cyclic vertical load testing of pile in accordance with IS Code of practice IS:
2911 (part IV) by Kentledge method including preparation of pile head etc for.

20.7.1 Single pile.

20.7.1.1 Upto 50 tonne safe capacity pile.

20.7.1.2 Above 50 tonne and upto 100 tonne safe capacity pile.
20.7.2 Group of two or more piles.

20.7.2.1 Upto 400 tonne safe capacity of group

20.8 Lateral load testing of single pile in accordance with IS Code of practice IS :
2911 (Part IV) for determining safe allowable lateral load on pile :
20.8.1 Upto 50 tonne capacity pile.
20.8.2 Above 50 tonne and upto 100 tonne capacity pile.
20.9 Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test
method in accordance with IS 14893 including surface preparation of pile top
by removing soil, mud, dust & chipping lean concrete lumps etc. and use of
computerised equipment and high skill trained personal for conducting the
test & submission of results, all complete as per direction of Engineer-in-
charge.

Note:- The inclusion of the above item in the schedule of work shall be
judiciously decided by the technical sanctioning authority, keeping in view the
quality control, Type of soil strata and importance of the project.
Sub-Head : Aluminium Work
21.1 Providing and fixing aluminium work for doors, windows, ventilators and
partitions with extruded built up standard tubular sections/appropriate Z
sections and other sections of approved make conforming to IS: 733 and IS:
1285, fixing with dash fasteners of required dia and size, including necessary
filling up the gaps at junctions, i.e. at top, bottom and sides with required
EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust
free, straight, mitred and jointed mechanically wherever required including
cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass/
stainless steel screws, all complete as per architectural drawings and the
directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be
paid for separately) :

21.1.1 For fixed portion

21.1.1.1 Anodised aluminium (anodised transparent or dyed to required shade
according to IS: 1868, Minimum anodic coating of grade AC 15)
21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50 micron)

21.1.1.3 Polyester powder coated aluminium (minimum thickness of polyester powder

coating 50 micron)
21.1.2 For shutters of doors, windows & ventilators including providing and fixing
hinges/ pivots and making provision for fixing of fittings wherever required
including the cost of EPDM rubber / neoprene gasket required (Fittings shall
be paid for separately).
21.1.2.1 Anodised aluminium (anodised transparent or dyed to required shade
according to IS: 1868, Minimum anodic coating of grade AC 15)
21.1.2.2 Powder coated aluminium (minimum thickness of powder coating 50 micron)

21.1.2.3 Polyester powder coated aluminium (minimum thickness of polyester powder

coating 50 micron)
21.2 Providing and fixing 12mm thick prelaminated particle board flat pressed
three layer or graded wood particle board conforming to IS:12823 Grade l
Type ll, in panelling fixed in aluminum doors, windows shutters and partition
frames with C.P. brass / stainless steel screws etc. complete as per
architectural drawings and directions of engineer-in-charge.

21.2.1 Pre-laminated particle board with decorative lamination on one side and
balancing lamination on other side.
21.2.2 Pre-laminated particle board with decorative lamination on both sides.

21.3 Providing and fixing glazing in aluminium door, window, ventilator shutters
and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per
the architectural drawings and the directions of engineer-in-charge . (Cost of
aluminium snap beading shall be paid in basic item):

21.3.1 With float glass panes of 4.0 mm thickness (weight not less than 10 kg/sqm)
21.3.2 With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm)

21.3.3 With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm)

21.4 Providing and fixing double action hydraulic floor spring of approved brand
and manufacture conforming to IS : 6315, having brand logo embossed on the
body / plate with double spring mechanism and door weight upto 125 kg., for
doors, including cost of cutting floors ,embedding in floors as required and
making good the same matching to the existing floor finishing and cover
plates with brass pivot and single piece M.S. sheet outer box with slide plate
etc. complete as per the direction of Engineer-in-charge.

21.4.1 With stainless steel cover plate minimum 1.25 mm thickness.

21.4.2 With brass cover plate minimum 1.25 mm thickness.

21.5 Providing and fixing powder coated aluminium work (minimum thickness of
powder coating 50 micron) consisting of tee/ angle sections, of approved
make conforming to IS : 733 in frames of false ceiling including aluminium
angle cleats with necessary C.P. brass/stainless steel sunk screws, aluminium
perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm
centre to centre and fixing the frame work to G.I. level adjusting hangers 6
mm dia. with necessary cadmium plated machine screws all complete as per
approved architectural drawings and direction of the Engineer-in-charge
(level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid
for separately).
21.6 Providing and fixing 6 mm dia. G.I. level adjusting hangers (upto 1200mm
length), fixed to roof slabs by means of ceiling cleats made out of G.I. flat
40x3mm size 60 mm long and stainless steel expandable dash fastener of 12.5
mm dia and 50 mm long, complete as per direction of Engineer -in-charge.

21.7 Providing and fixing machine moulded aluminium covering of approved

pattern & design, made out of machine cut aluminium sheet and machine
holed for receiving dash fastener, over expansion joints on vertical
surfaces/ceiling floors, the fixing on plate in one row on one side of joint only
shall be done with stainless steel dash fasteners of 8mm dia and 75 mm long
bolt including providing aluminium washers 2 mm thick & 15 mm dia , at a
staggered pitch of 200mm centre to centre including drilling holes in the
receiving surface and providing expandable plastic sleeves in holes etc.
complete as per direction of Engineer-in-charge.

21.7.1 Anodised aluminium sheet 2.5mm thick (anodised transparent or dyed to

required shade according to IS:1868, Minimum anodic coating of grade AC 15)

21.7.2 Powder coated aluminium sheet 2.5mm thick (minimum thickness of powder
coating 50 micron)
21.8 Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone
work by providing weather silicon sealant over backer rod of approved quality
as per architectural drawings and direction of Engineer-in-charge complete.

21.8.1 Upto 5mm depth and 5 mm width

21.9 Extra for applying additional anodic coating AC 25 instead of AC 15 to
aluminium extruded sections.
21.9.1 For fixed portion
21.9.2 For shutters of doors, windows & ventilators.

21.10 Providing and fixing double glazed hermetically sealed glazing in aluminium
windows, ventilators and partition etc. with 6 mm thick clear float glass both
side, having 12 mm air gap, including providing EPDM gasket, perforated
aluminium spacers, desiccants, sealant (Both primary and secondary sealant)
etc. as per specifications, drawings and direction of Engineer-in-charge
complete.

21.11 Providing and fixing stainless steel (SS 304 grade) adjustable friction windows
stays of approved quality with necessary stainless steel screws etc. to the side
hung windows as per direction of Engineer-in-charge complete.

21.11.1 205 x 19 mm
21.11.2 255 x 19 mm
21.11.3 355 x 19 mm
21.11.4 510 x 19 mm
21.11.5 710 x 19 mm
21.12 Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm
thick & 2100 mm long with SS screws etc .complete as per direction of
Engineer-in-Charge.
21.12.1 Anodized (AC 15 ) aluminium tubular handle bar
21.12.2 Powder coated minimum thickness 50 micron aluminium tubular handle bar.

21.12.3 Polyester powder coated minimum thickness 50 micron aluminium tubular

handle bar
21.13 Providing and fixing Brass 100mm mortice latch and lock with 6 levers
without pair of handles (best make of approved quality) for aluminium doors
including necessary cutting and making good etc. complete.
21.14 Providing and fixing anodised aluminium (anodised transparent or dyed to
required shade according to IS: 1868. Minimum anodic coating of grade AC
15) sub frame work for windows and ventilators with extruded built up
standard tubular sections of approved make conforming to IS: 733 and IS:
1285, fixed with dash fastener of required dia and size (Dash fastener to be
paid for separately).

21.15 Providing and fixing aluminium casement windows fastener of required

length for aluminium windows with necessary screws etc. complete.

21.15.1 Anodized (AC 15) aluminium

21.15.2 Powder coated minimum thickness 50 micron aluminium.

21.15.3 Polyester powder coated minimum thickness 50 micron aluminium.

21.16 Providing and fixing aluminium round shape handle of outer dia 100mm with
SS screws etc. complete as per direction of Engineer-in-charge

21.16.1 Anodized (AC 15 ) aluminium

21.16.2 Powder coated minimum thickness 50 micron aluminium

21.16.3 Polyester powder coated minimum thickness 50 micron aluminium.

21.17 Providing and fixing anodised aluminium grill (anodised transparent or dyed
to required shade according to IS: 1868 with minimum anodic coating of
grade AC 15) of approved design/pattern, with approved standard section
and fixed to the existing window frame with C.P brass/ stainless steel screws
@ 200mm centre to centre, including cutting the grill to proper opening size
for fixing and operation of handles and fixing approved anodised aluminium
standard section around the opening, all complete as per requirement and
direction of Engineer-in-charge. (Only weight of grill to be measured for
payment).

21.18 Providing and fixing 12 mm thick frameless toughened glass door shutter of
approved brand and manufacture, including providing and fixing top &
bottom pivot & double acting hydraulic floor spring type fixing arrangement
and making necessary holes etc. for fixing required door fittings, all complete
as per direction of Engineer-in-charge (Door handle, lock and stopper etc. to
be paid separately).

21.19 Filling the gap in between aluminium/ stone/ wood frame and adjacent RCC/
Brick/ Stone/ wood/ Ceramic/ Gypsum work by providing weather/structural
non sag elastomeric PU sealant over backer rod of approved quality as per
architectural drawings and direction of Engineer-in-charge complete
complying to ASTM C920, DIN 18540-F & ISO 11600.

21.19.1 Upto 5mm depth and 5 mm width

21.19.2 Upto 10 mm depth and 10 mm width
21.19.3 Upto 20 mm depth and 20 mm width
Sub-Head : Water Proofing
22.1 Providing and laying integral cement based treatment for water proofing on
horizontal surface at all depth below ground level for under ground structures
as directed by Engineer-in-Charge and consisting of :
(i) Ist layer of 22 mm to 25 mm thick approved and specified rough stone slab
over a 25 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand)
including applying of twice ( at base and top of mortar ) cement slurry @
2.2kg/m2 (each time) mixed with water proofing compound conforming to
IS:2645 in the recommended proportion over the leveling course (leveling
course to be paid separately). Joints sealed and grouted with cement slurry
mixed with water proofing compound.

(ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse sand)
mixed with water proofing compound in recommended proportions.

(iii) Finishing top with stone aggregate of 10 mm to 12 mm nominal size

spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer.
22.1.1 Using rough kota stone.

22.2 Providing and laying integral cement based treatment for water proofing on
the vertical surface by fixing specified stone slab 22 mm to 25 mm thick with
cement slurry mixed with water proofing compound conforming to IS:2645 in
recommended proportions with a gap of 20 mm (minimum) between stone
slabs and the receiving surfaces and filling the gaps with neat cement slurry
mixed with water proofing compound and finishing the exterior of stone slab
with cement mortar 1:3 (1 cement : 3 coarse sand) 20 mm thick with neat
cement punning mixed with water proofing compound in recommended
proportion complete at all levels and as directed by Engineer-in-charge :

22.2.1 Using rough Kota stone

22.3 Providing and laying water proofing treatment to vertical and horizontal
surfaces of depressed portions of W.C., kitchen and the like consisting of:
(i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water
proofing compound conforming to IS 2645 in recommended proportions
including rounding off junction of vertical and horizontal surface.
(ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed
with water proofing compound in recommended proportion including
rounding off junction of vertical and horizontal surface.

(iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg.
per sqm of area.

(iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC
sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7
kg/sqm).
22.4 Providing and Placing in position suitable PVC water stops conforming to
IS:12200 for construction/ expansion joints between two RCC members and
fixed to the reinforcement with binding wire before pouring concrete etc.
complete :

22.4.1 Serrated with central bulb (225 mm wide, 8-11 mm thick)

22.4.2 Dumb bell with central bulb (180 mm wide, 8 mm thick)
22.4.3 Kickers (320 mm wide, 5 mm thick)
22.5 Providing and laying water proofing treatment in sunken portion of WCs,
bathroom etc., by applying cement slurry mixed with water proofing cement
compound consisting of applying :
 (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing
cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for
4 hours.

(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water
proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air
cure for 4 hours followed with water curing for 48 hours.
The rate includes preparation of surface, treatment and sealing of all joints,
corners, junctions of pipes and masonry with polymer mixed slurry.
22.6 Providing and laying water proofing treatment on roofs of slabs by applying
cement slurry mixed with water proofing cement compound consisting of
applying:
(a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm
mixed with water proofing cement compound @ 0.253 kg/sqm.
(b) laying second layer of Fibre glass cloth when the first layer is still green.
Overlaps of joints of fibre cloth should not be less than 10 cm.
(c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289
kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and
coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours
followed by water curing for 48 hours. The entire treatment will be taken
upto 30 cm on parapet wall and tucked into groove in parapet all around.

(d) fourth and final layer of brick tiling with cement mortar (which will be paid
for separately.
For the purpose of measurement the entire treated surface will be measured.

22.7 Providing and laying integral cement based water proofing treatment
including preparation of surface as required for treatment of roofs, balconies,
terraces etc consisting of following operations:

(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement
admixed with water proofing compound conforming to IS. 2645 and approved
by Engineer-in-charge over the RCC slab including adjoining walls upto 300
mm height including cleaning the surface before treatment.

(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115
mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed
with water proofing compound conforming to IS : 2645 and approved by
Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1
cement :5 coarse sand ) admixed with water proofing compound conforming
to IS : 2645 and approved by Engineer-in-charge to required slope and
treating similarly the adjoining walls upto 300 mm height including rounding
of junctions of walls and slabs.
 (c) After two days of proper curing applying a second coat of cement slurry
using 2.75 kg/ sqm of cement admixed with water proofing compound
conforming to IS : 2645 and approved by Engineerin- charge.
(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4
(1 cement :4 coarse sand) admixed with water proofing compound
conforming to IS : 2645 and approved by Engineerin- charge including laying
glass fibre cloth of approved quality in top layer of plaster and finally finishing
the surface with trowel with neat cement slurry and making pattern of
300x300 mm square 3 mm deep.

(e) The whole terrace so finished shall be flooded with water for a minimum
period of two weeks for curing and for final test.“All above operations to be
done in order and as directed and specified by the Engineer-in-Charge :

22.7.1 With average thickness of 120 mm and minimum thickness at khurra as 65

mm.
22.8 Providing and laying four courses water proofing treatment with bitumen felt
over roofs consisting of first and third courses of blown bitumen 85/25 or
90/15 conforming to IS : 702 applied hot @ 1.45 Kg per square metre of area
for each course, second course of roofing felt type 3 grade-I (hessian based
self finished bitumen felt) and fourth and final course of stone grit 6 mm and
down size or pea sized gravel spread at 6 cubic decimeter per square metre,
including preparation of surface but excluding grading complete with :

22.8.1 Bitumen felt (hessian base) type 3 grade I conforming to IS : 1322

22.9 Providing and laying six courses water proofing treatment with bitumen felt
over roofs consisting of first, third and fifth course of blown bitumen 85/25 or
90/15 conforming to IS : 702 applied hot @ 1.45, 1.20 and 1.45 Kg per square
metre of area respectively, second and fourth courses of roofing felt type 3
grade I conforming to IS : 1322 (Hessian based self finished bitumen felt) ,
sixth and final course of stone grit 6 mm and down size or pea sized gravel
spread at 6 cubic decimeter per sqm including preparation of surface but
excluding grading, complete.

22.10 Providing and laying six courses water proofing treatment with bitumen felt
over roofs consisting of first, third and fifth courses of blown or / and residual
bitumen applied hot at 1.45, 1.20 and 1.70 kg per square metre of area
respectively, second and fourth courses of roofing felt type 2 grade I (fibre
base self finished bitumen felt) six and final courses of stone grit 6 mm and
down size or pea sized gravel spread at 6 cubic decimeter per sqm including
preparation of surface, excluding grading, compete.
22.11 Providing and laying six courses water proofing treatment with bitumen felt
over roofs consisting of first, third and fifth courses of blown or / and residual
bitumen applied hot at 1.45, 1.20 and 1.70 kg per square metre of area
respectively, second and fourth courses of roofing felt type 2 grade II (glass
fibre base self finished bitumen felt) and sixth and final course of stone grit 6
mm and down size or pea sized gravel spread at 6 cubic decimeter per sqm
including preparation of surface but excluding grading, complete.

22.12 Supplying and applying bituminous solution primer on roof and / or wall
surface at 0.24 litre per sqm.
22.13 Deduct for omitting in water proofing treatment final course of spreading
stone grit 6 mm down size or pea sized gravel :
22.13.1 at 6 cudm per sqm
22.13.2 at 8 cudm per sqm
22.14 Grading roof for water proofing treatment with
22.14.1 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate
20mm nominal size)
22.14.2 Cement mortar 1:3 (1 cement : 3 coarse sand)
22.14.3 Cement mortar 1:4 (1cement : 4 coarse sand)
22.22 Providing and mixing integral crystalline admixture for waterproofing
treatment to RCC structures like basement raft, retaining walls, reservior,
sewage & water treatment plant, tunnels / subway and bridge deck etc.. at
the time of transporting of concrete into the drum of the ready-mix truck ,
using integral crystalline admixture @0.80% (minimum) to the weight of
cement content per cubic meter of concrete) or higher as recommended by
the manufacturer’s specification in reinforced cement concrete at site of
work.

The material shall meet the requirements as specified in ACI-212-3R- 2010 i.e.
by reducing permeability of concrete by more than 90%, compared with
control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure.
The crystalline admixture shall be capable of self-healing of cracks up to a
width of 0.50mm. The work shall be carried out all complete as per
specification and the direction of the Engineer-in-charge. The product
performance shall carry guarantee for 10 years against any leakage.

22.22A Providing and applying fibre reinforced elastomeric liquid water proofing
membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI)
of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat
of self-priming of elastomeric waterproofing liquid (dilution with water in the
ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry
film thickness of complete application/system not less than 500 microns). The
operation shall be carried out after scrapping and properly cleaning the
surface to remove loose particles with wire brushes, complete in all respect as
per the direction of Engineer-in-Charge.
22.23 Providing and applying integral crystalline slurry of hydrophilic in nature for
waterproofing treatment to the RCC structures like retaining walls of the
basement, water tanks, roof slabs, podiums, reservior, sewage & water
treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in
the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical
surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for
horizontal surfaces and applying the same from negative (internal) side with
the help of synthetic fiber brush. The material shall meet the requirements as
specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by
more than 90% compared with control concrete as per DIN 1048 and
resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry
shall be capable of self-healing of cracks up to a width of 0.50mm. The work
shall be carried out all complete as per specification and the direction of the
engineer-in-charge. The product performance shall carry guarantee for 10
years against any leakage.

22.23.1 For vertical surface two coats @ 0.70 kg per sqm

22.23.2 For horizontal surface one coat @1.10 kg per sqm.

22.23A Providing & Applying polymer modified, flexible cementatious negative side
waterproofing coating with elastic waterproofing polymers on interior wall
plaster surface in three coats @14.35 kg /10 sqm. one coat of self priming of
cementatious waterproofing polymer(dilution with water in the ratio of 1:1)
and two coats of cementatious waterproofing polymer (dilution with water in
the ratio of 3:1 ) after scrapping and properly cleaning the surface to remove
pre-existing paint film & loose particles till plaster is visible, complete in all
respect as per the direction of Engineer-in-Charge.

22.24 Providing and applying integral crystalline (dry shake) of hydrophilic in nature
for waterproofing treatment to the RCC structures like basement raft,
foundation slab, sewage & water treatment plant slab, warehouses floor,
parking structures and water tank base slab etc. sprinkled @0.60kg per sqm
or higher as recommended by the manufacturer’s specification over the lean
concrete of above cited structures. The material shall meet the requirements
as specified in ACI-212-3R-2010 i.e. by reducing permeability of concrete by
more than 85%, compared control concrete as per DIN 1048 and resistant to
16 bar hydrostatic pressure on negative side. The crystalline dryshake shall be
capable of self-healing of cracks up to a width of 0.50mm. The work shall be
carried out all complete as per specification and the direction of the Engineer-
in-charge. The product performance shall carry guarantee for 10 years against
any leakage.
22.24A Providing & Applying high quality acrylic modified resin based texture of
Dholpur/Red sand stone Pattern with anti algae and UV resistance properties
to be applied as intermediate finish in desired pattern @ 43.04 kgs/10 sqm to
form film of 1- 1.5 mm thickness after scrapping and properly cleaning the
surface to remove loose particles from the plaster surface, followed by top
coating with Premium Acrylic Smooth exterior paint with Silicone additives of
required shade by two or more coats @ 1.43 litres/10 sqm, complete as the
direction of Engineer -in-Charge.

22.25 Providing and applying crystalline mortar by mixing in the ratio of 4.5 : 1 (4.5
parts crystalline mortar : 1 part water) for the treatment of faulty
construction joints, cracks, tie rod holes and spalled & honeycombed surface
of RCC underground structures like basement, water tanks, bridge deck etc.
to ensure water tightness. The crystallie mortar shall conform to the EN 1504-
3 having compressive strength Class R4 > 45 MPa and adhesive bond strength
Class R3 > 1.5 MPa. The work shall be carried out all complete as per
specification and the direction of the Engineer-In-Charge. The product
performance shall carry guarantee for 10 years against any leakage.

22.25.1 For sealing cracks and faulty construction joints, routed out/making U-shape
groove size 25x25mm and then primed the area with integral crystalline slurry
@0.05kg/ running metre and while the surface is tacky filled the groove upto
surface with crystalline mortar @1.50kg/ running metre. Once crystalline
mortar is touch dry then finally applied two coats of integral crystalline slurry
@0.05kg/running meter per coat.

22.25.2 For patching of tie rod holes, prepared tie rod hole surface and then primed
the area with integral crystalline slurry @0.070kg/sqm and while the surface
is tacky repair and then filled the tie rod holes with crystalline
mortar@0.040kg per hole. The crystalline mortar should be tightly rodded
into tie rod holes or packed tightly (For 25x25x25 mm tie rod hole, use
0.040kg to fill the hole)

22.26 Providing and applying of swellable type water stop tape, 19mm x 25mm
thick in linear meter (expansive nature) for construction joints treatment of
RCC structure such as raft slab, retaining walls, water storage tank and at the
junctions of raft slab with the retaining walls etc.. After cleaning the surface,
one coat of required primer for swellable water stop tape shall be applied
throughout the length of the joint @3.78 litre per 240 running meter. Over
the primed surface swellable type water stop tape shall be placed. The work
shall be carried out all complete as per specification and the direction of the
Engineer-In-Charge. The product performance shall carry guarantee for 10
years against any leakage.

Sub-Head : Rain Water Harvesting and Tube Well

23.1 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable
method prescribed in IS: 2800 (part I), including collecting samples from
different strata, preparing and submitting strata chart/ bore log, including hire
& running charges of all equipments, tools, plants & machineries required for
the job, all complete as per direction of Engineer -in-charge, upto 90 metre
depth below ground level.
23.1.1 All types of soil
23.1.1.1 300 mm dia
23.1.1.2 350 mm dia
23.1.1.3 400 mm dia
23.1.2 Rocky strata including Boulders
23.1.2.1 300 mm dia
23.1.2.2 350 mm dia

23.1.2.3 400 mm dia

23.2 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable
method prescribed in IS: 2800 (part I), including collecting samples from
different strata, preparing and submitting strata chart/ bore log, including hire
& running charges of all equipments, tools, plants & machineries required for
the job, all complete as per direction of Engineer -in-charge, beyond 90 metre
& upto 150 metre depth below ground level.

23.2.1 All types of soil

23.2.1.1 300 mm dia
23.2.1.2 350 mm dia

23.2.1.3 400 mm dia

23.2.2 Rocky strata including Boulders

23.2.2.1 300 mm dia

23.2.2.2 350 mm dia

23.2.2.3 400 mm dia

23.3 Supplying, assembling, lowering and fixing in vertical position in bore well,
unplasticized PVC medium well casing (CM) pipe of required dia, conforming
to IS: 12818, including required hire and labour charges, fittings& accessories
etc. all complete, for all depths, as per direction of Engineer-in-charge.

23.3.1 100 mm nominal size dia

23.3.2 150 mm nominal size dia

23.3.3 200 mm nominal size dia

23.4 Supplying, assembling, lowering and fixing in vertical position in bore well
unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to
IS: 12818, including hire & labour charges, fittings & accessories etc. all
complete, for all depths, as per direction of Engineer-in-charge.

23.4.1 100 mm nominal size dia

23.4.2 150 mm nominal size dia
23.4.3 200 mm nominal size dia
23.5 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20
cm, in recharge pit, in the required thickness, for all leads & lifts, all complete
as per direction of Engineer-in-charge.
23.6 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in
the recharge pit, over the existing layer of boulders, in required thickness, for
all leads & lifts, all complete as per direction of Engineer-in-charge.
23.7 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2
mm in recharge pit, in required thickness over gravel layer, for all leads& lifts,
all complete as per direction of Engineer -in-charge.
23.8 Gravel packing in tubewell construction in accordance with IS: 4097, including
providing gravel fine/ medium/ coarse, in required grading & sizes as per
actual requirement, all complete as per direction of Engineer- in-charge.

23.9 Providing and fixing factory made precast RCC perforated drain covers, having
concrete of strength not less than M-25, of size 1000 x 450x50 mm,
reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T.
hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c,
including providing edge binding with M.S. flats of size 50 mm x 1.6 mm
complete, all as per direction of Engineer-in-charge.

23.10 Supplying, assembling, lowering and fixing in vertical position in bore well,
ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/
plain ended casing pipes of required dia, conforming to IS: 4270, of reputed &
approved make, including painted with outside surface with two coats of
anticorrosive paint of approved brand and manufacture, including required
hire & labour charges, fittings & accessories, all complete, for all depths, as
per direction of Engineer-in-charge.

23.10.1 100 mm nominal size dia having minimum wall thickness 5.00 mm

23.10.2 150 mm nominal size dia having minimum wall thickness 5.00 mm
23.10.3 200 mm nominal size dia having minimum wall thickness 5.40 mm

23.11 Supplying, assembling, lowering and fixing in vertical position in bore well,
ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size
1.6/3.2 mm) mild steel threaded and socketed / plain bevel ended pipe (type
A) of required dia, conforming to IS: 8110, of reputed and approved make,
having wall thickness not less than 5.40 mm, including painted with outside
surface with two coats of anticorrosive bitumastic paint of approved brand
and manufacture, including hire & labour charges, fittings & accessories, all
complete, for all depths, as per direction of Engineer -in-charge.

23.11.1 100 mm nominal size dia

23.11.2 150 mm nominal size dia
23.11.3 200 mm nominal size dia
23.12 Development of tube well in accordance with IS : 2800 (part I) and IS:11189,
to establish maximum rate of usable water yield without sand content
(beyond permissible limit), with required capacity air compressor, running the
compressor for required time till well is fully developed, measuring yield of
well by “V” notch method or any other approved method, measuring static
level & draw down etc. by step draw down method, collecting water samples
& getting tested in approved laboratory, i/c disinfection of tubewell, all
complete, including hire & labour charges of air compressor, tools &
accessories etc., all as per requirement and direction of Engineer-in-charge.

23.13 Providing and fixing suitable size threaded mild steel cap or spot welded plate
to the top of bore well housing/ casing pipe, removable as per requirement,
all complete for bore well of:
23.13.1 100 mm dia
23.13.2 150 mm dia
23.13.3 200 mm dia
23.14 Providing and fixing M.S. clamp of required dia to the top of casing/ housing
pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of
required size complete.
23.14.1 100 mm clamp

23.14.2 150 mm clamp

23.14.3 200 mm clamp
23.15 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of
pipe assembly of tubewell as per IS:2800 (part I).
23.15.1 100 mm dia
23.15.2 150 mm dia
23.15.3 200 mm dia
Sub-Head : Conservation of Heritage Buildings
24.1 Raking out joints of stone masonry surface to the required width and depth,
with due care and precaution, by mechanical / manual means, including
preparing and cleaning the surface for re-pointing/ refilling of joints, including
disposal of rubbish to the dumping ground within 50 metre lead.

24.2 Providing and fixing double scaffolding system (cup lock type) on the exterior
side of building/structure, upto 25 metre height, above ground level,
including additional rows of scaffolding in stepped manner as per
requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre
to centre, horizontal & vertical tubes joint with cup & lock system with M.S.
Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding
for working platform etc. and maintaining it in a serviceable condition for
execution of work of cleaning and/ or pointing and/ or applying chemical and
removing it thereafter.
 The scaffolding system shall be stiffened with bracings, runners, connecting
with the building etc, wherever required, if feasible, for inspection of work at
required locations with essential safety features for the workmen etc.,
complete as per directions and approval of Engineer-in-charge.

Note :- (1) The elevational area of the scaffolding shall be measured for
payment purpose.
(2) The payment will be made once only for execution of all items for such
works.
24.3 Cleaning the sand stone surface and removing dirt, dust, bird dropping,
grease, oil, algae, fungus, monkey beats, vegetable growth etc., including
providing, applying and washing the surface with liquid Ammonia Chemical of
5% solution and other chemical cleaning agent as approved by Archaeological
Survey of India/ Engineer-in-charge, of approved brand and manufacturer,
with the help of required scrubbers and also cleaning with machine operated
water jet mixed with desired quantity of fine silica where ever required,
without causing any scratching/ damage to the stone surface and finally
washing the surface with clean water with the help of pressure jet machine,
complete in all respect, including taking all precautions to safeguard
ventilators, windows, doors etc. by suitable covering so as to avoid any
damage to the building/structure, all as per direction of Engineerin- charge
(The rate is inclusive of all materials & labours involved except scaffolding).

24.4 Providing and applying antifungal wash treatment using 3% solution of

sodium pentachlorophenate, of reputed brand and manufacturer, on cleaned
sand stone surface at desired locations as per direction of Engineer-in-charge
(The rate is inclusive of all materials & labours involved except scaffolding).

24.5 Ruled / Flush pointing on Red sand stone masonry surface with lime, surkhi
and marble dust mortar in the ratio of 1:1.5:1/2 {One lime: 1.5 surkhi (50%
red and 50% light yellow surkhi ) : 1/2 marble dust}. (The rate is inclusive of all
materials & labours involved except scaffolding).

24.6 Ruled/ Flush pointing on White sand stone masonry surface with lime, surkhi
and marble dust mortar in the ratio of 1:1.5:1/2 {One lime : 1.5 surkhi (15%
dark red and 85% light yellow surkhi) : 1/2 marble dust}. (The rate is inclusive
of all materials & labours involved except scaffolding).

24.7 Applying two or more coat of Ethyl Silicate chemical as approved by

Archaeological Survey of India/ Engineer-in-charge, of approved brand and
manufacturer, with brush or spray on the existing stone masonry surface till
there is no further absorption of chemical by stone surface, including
protecting the applied surface from direct sunlight by suitable means during
application, all complete as per direction of the Engineer-in-Charge (The rate
is inclusive of all materials & labours involved except scaffolding).
24.8 Applying breathable, non-reactive, antifungal, and water repellant Silane/
Siloxane chemical as approved by Archaeological Survey of India/ Engineer-in-
charge, of approved brand and manufacture, diluted with solvent mineral
Turpentine oil in the ratio of 1:12 (One part of approved chemical :12 Part of
Turpentine oil), on the existing sand stone masonry surface with two or more
coats to give uniform application of chemical on the surface, all complete as
per direction of Engineer-In-charge (The rate is inclusive of all materials &
labours involved except scaffolding).

Sub-Head : Structural Glazing and Aluminium Composite Panels

25.1 Providing and supplying aluminium extruded tubular and other aluminium
sections as per the architectural drawings and approved shop drawings , the
aluminium quality as per grade 6063 T5 or T6 as per BS 1474, including super
durable powder coating of 60-80 microns conforming to AAMA 2604 of
required colour and shade as approved by the Engineer-in-Charge. (The item
includes cost of material such as cleats, sleeves, screws etc. necessary for
fabrication of extruded aluminium frame work. Nothing extra shall be paid on
this account). The weight of aluminium extruded section shall be taken for
purpose of payment.

25.2 Designing, fabricating, testing, protection, installing and fixing in position semi
(grid) unitized system of structural glazing (with open joints) for linear as well
as curvilinear portions of the building for all heights and all levels including:

a) Structural analysis & design and preparation of shop drawings for the
specified design loads conforming to IS 875 part III (the system must passed
the proof test at 1.5 times design wind pressure without any failure),
including functional design of the aluminum sections for fixing glazing panels
of various thicknesses, aluminium cleats, sleeves and splice plates etc.
gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather
silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave
cured EPDM gaskets for water tightness, pressure equalisation & drainage
and protection against fire hazard including:

b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium

alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to
accommodate 3 Dimensional movement for achieving perfect verticality and
fixing structural glazing system rigidly to the RCC/ masonry/structural steel
framework of building structure using stainless steel anchor fasteners/ bolts,
nylon separator to prevent bimetallic contacts with nuts and washers etc. of
stainless steel grade 316, of the required capacity and in required numbers.
c) Providing and filling, two part pump filled, structural silicone sealant and
one part weather silicone sealant compatible with the structural silicone
sealant of required bite size in a clean and controlled factory / work shop
environment , including double sided spacer tape, setting blocks and backer
rod, all of approved grade, brand and manufacture, as per the approved
sealant design, within and all around the perimeter for holding glass.

d) Providing and fixing in position flashings of solid aluminium sheet 1 mm

thick and of sizes, shapes and profiles, as required as per the site conditions,
to seal the gap between the building structure and all its interfaces with
curtain glazing to make it watertight.

e) Making provision for drainage of moisture/ water that enters the curtain
glazing system to make it watertight, by incorporating principles of pressure
equalization, providing suitable gutter profiles at bottom (if required), making
necessary holes of required sizes and of required numbers etc. complete. This
item includes cost of all inputs of designing, labour for fabricating and
installation of aluminium grid, installation of glazed units, T&P, scaffolding
and other incidental charges including wastages etc., enabling temporary
structures and services, cranes or cradles etc. as described above and as
specified. The item includes the cost of getting all the structural and
functional design including shop drawings checked by a structural designer,
dully approved by Engineer-in-charge. The item also includes the cost of all
mock ups at site, cost of all samples of the individual components for testing
in an approved laboratory, field tests on the assembled working structural
glazing as specified, cleaning and protection till the handing over of the
building for occupation.

In the end, the Contractor shall provide a water tight structural glazing having
all the performance characteristics etc. all complete as required, as per the
Architectural drawings, as per item description, as specified, as per the
approved shop drawings and as directed by the Engineer-in-Charge.

Note:- 1. The cost of providing extruded aluminium frames, shadow boxes,

extruded aluminium section capping for fixing in the grooves of the curtain
glazing and vermin proof stainless steel wire mesh shall be paid for separately
under relevant items under this sub- head. However, for the purpose of
payment, only the actual area of structural glazing (including width of grooves
) on the external face shall be measured in sqm. up to two decimal places.
 Note:- 2. The following performance test are to be conducted on structural
glazing system if area of structural glazing exceeds 2500 Sqm from the
certified laboratories accreditated by NABL (National Accreditation Board for
Testing and Calibration Laboratories), Department of Science & Technologies,
India. Cost of testing is payable separately. The NIT approving authority will
decide the necessity of testing on the basis of cost of the work, cost of the
test and importance of the work. Performance Testing of Structural glazing
system Tests to be conducted in the NBL accredited lab or any other
accredition body which operates in accordance with ISO/IEC 17011 and
accredits labs as per ISO/IEC 17025

(1) Performance Laboratory Test for Air Leakage Test (-50pa to - 300pa) &
(+50pa to +300pa) as per ASTM E-283-04 testing method for a range of
testing limit 1 to 200 mVhr
(2) Static Water Penetration Test. (50pa to 1500pa) as per ASTME- 331-09
testing method for a range up to 2000 ml.
(3) Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01- 05
testing method for a range upto 2000 ml

(4) Structural Performance Deflection and deformation by static air pressure

test (1.5 times design wind pressure without any failure) as per ASTME-330-
10 testing method for a range upto 50 mm
(5) Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing
method for Qualitative test. Tests to be conducted on site.
(6) Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa
(35psi) upto 2000 ml
25.3 Providing, assembling and supplying vision glass panels (IGUs) comprising of
hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel
units of size and shape as required and specified, comprising of an outer heat
strengthened float glass 6mm thick, of approved colour and shade with
reflective soft coating on surface # 2 of approved colour and shade, an inner
Heat strengthened clear float glass 6mm thick, spacer tube 12mm wide,
desiccants, including primary seal and secondary seal (structural silicone
sealant) etc., all complete for the required performances, as per the
Architectural drawings, as per the approved shop drawings, as specified and
as directed by the Engineer-in-Charge.

The IGUs shall be assembled in the factory/ workshop of the glass processor.
(Payment for fixing of IGU Panels in the curtain glazing is included in cost of
item No.25.2) For payment, only the actual area of glass on face # 1 of the
glass panels (excluding the areas of the grooves and weather silicone sealant)
provided and fixed in position, shall be measured in sqm.
 (i) Coloured tinted float glass 6mm thick substrate with reflective soft coating
on face # 2, + 12mm Air gap + 6mm Heat Strengthened clear Glass of
approved make having properties as visible Light transmittance (VLT) of 25 to
35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20%,
shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc.
The properties of performance glass shall be decided by the technical
sanctioning authority as per the site requirement.

25.4 Extra for openable side / top hung vision glass panels (IGUs) including
providing and supplying at site all accessories and hardwares for the openable
panels as specified and of the approved make such as heavy duty stainless
steel friction hinges, min 4 -point cremone locking sets with stainless steel
plates, handles, buffers etc. including necessary stainless steel screws/
fasteners, nuts, bolts, washers etc., all complete as per the Architectural
drawings, as per the approved shop drawings, as specified and as directed by
the Engineer-in- Charge.

25.5 Providing, fabricating and supplying shadow box of required size and shape,
for fixing in the spandrel portion of the structural glazing, in linear as well as
curvilinear portions of the building by providing semi -rigid, inorganic, non-
combustible fibre glass wool insulation 50 mm thick, conforming to IS: 8183
and BS: 3958 Part 5.

The insulation layer shall have facing (factory bonded on surface # 1of the
fibre glass insulation layer), of black non-woven fibre glass tissue of nominal
thickness 0.5 mm and nominal mass not less than 60 gm / sqm, made of
randomly oriented glass fibres distributed in a binder by a wet-lay process
including fixing 1.5 mm thick solid aluminum sheet backing using, 6 mm thick
cement board including SS rivets, nuts, bolts, washers etc complete.

25.6 Providing and supplying Spandrel Glass Panels comprising of 6 mm thick heat
strengthened monolithic float glass of approved colour and shade with
reflective soft coating on surface # 2 of approved colour and shade so as to
match the colour and shade of the IGUs in the vision panels etc. ,all complete
for the required performances as specified, as per the Architectural drawings,
as per the approved shop drawings, as specified, and as directed by the
Engineer- in- Charge.

For payment, only the actual area of glass on face # 1 of the glass panels (but
excluding the area of grooves and weather silicone sealant) provided and
fixed in position, shall be measured in sqm.
(Payment for fixing of Spandrel Glass Panels in the curtain glazing is included
in cost of relevant Item*).
(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating
on face # 2, having properties as visible Light transmittance (VLT) of 25 to 35
%, Light reflection internal 10 to 15%, light reflection external 10 to 20%,
shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 K etc. The
properties of performance glass shall be decided by the technical sanctioning
authority as per the site requirement.
25.8 Design supply & installation of suspended Spider Glazing system designed to
withstand the wind pressure as per IS 875 (Part-III). The Suspended System
held with Spider Fittings of SS-316 Grade Steel of approved manufacturer
with glass panel having 12 mm thick clear toughened glass held together with
SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins
21 mm thick. The Glass fins and glass panel assembly shall be connected to
Slab/beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts
and at the bottom using SS channel of 50x25x2mm using fastener & anchor
bolts, non staining weather sealants of approved make, Teflon/ nylon bushes
and separators to prevent bi-metallic contacts, all complete to perform as per
specification and approved drawings.

The complete system to be designed to accommodate thermal expansion &

seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps
at the perimeter & in U channel of the assembly to be filled with non staining
weather sealant, so as to make the entire system fully water proof & dust
proof.

The rate shall include all design, Engineering and shop drawing including
approval from structural designer, labour, T&P, scaffolding , other incidental
charges including wastage, enabling temporary services all fitting fixers nut
bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc.
all complete. For the purpose of payment, actual elevation area of Glazing
including thickness of joints and the portion of Glass panel inside the SS
channel shall be measured.

Sub-Head : New Technologies and Materials

26.1 Providing & fixing in position Phenol bonded Bamboowood flooring with
planks of sizes 14mm thick, 1800mm length (minimum) and 130 mm
wide(minimum), in approved colour, texture and finish, having Performance
Appraisal Certificate (PAC) issued by Building Materials & Technology
Promotion Council (BMTPC).

The flooring shall be fixed with tongue and groove interlocking system, with
underlayment of 4mm thick expanded polyethylene foam sheets having
density 40kg/cum, over prepared surface with necessary quarter round
planks of size 1900mm x 18mm and door reducer of size 1900mm x 44mm,
wherever required. The bamboowood planks shall have minimum density of
1000 Kg/cum & minimum Hardness 1000 Kgf. with Eco friendly UV coating, all
complete as per direction of the Engineer in-charge.
26.2 Providing & fixing in position Phenol bonded Bamboowood in wall skirting
with planks of sizes 14mm thick, 1900mm length (minimum) and 85mm
wide(minimum), in approved colour, texture and finish, having Performance
Appraisal Certificate (PAC) issued by Building Materials & Technology
Promotion Council (BMTPC). The skirting shall be fixed with SS screws & rawl
plugs, over underlayment of 4mm thick, expanded polyethylene foam sheets
having 40kg/cum density over prepared surface. The bamboowood planks
shall have minimum density of 1000Kg/cum & minimum Hardness 1000 Kgf.
with Eco friendly UV coating, all complete as per direction of the Engineer in-
charge.

26.3 Providing & fixing in position Phenol bonded Bamboowood in wall cladidng at
all heights with planks of sizes 10 mm thick, minimum 1800 mm length and
minimum 100 mm wide, in approved colour, texture and finish, having
Performance Appraisal Certificate (PAC) issued by Building Materials &
Technology Promotion Council (BMTPC), with necessary profiled edges fixed
with40 mm SS Screws 5 nos in each tile to framework made of second class
teakwood of size 20 x 15 mm in centre of each tile and bottom & top of work
height, 40 x 15 mm placed at end of each tile> The cladding shall be laid over
back layment of 1.00 mm thick expanded polythyline foam of density 40
kg/sqm in two layers, first layer on wall surface before fixing wooden frame
and second layer on frame under cladding. The bamboowood planks shall
have minimum density of 1000Kg/cum & minimum Hardness 1000 Kgf. with
Eco friendly UV coating, all complete as per direction of the Engineer in-
charge.

26.4 Providing & fixing in position Phenol bonded Bamboowood panelled or

panelled and glazed shutters for doors windows, clerestorey windows with
pre-molded 30mm thick planks, in approved colours, texture & finish. It shall
have 10mm wide, 25mm deep groove to fit in panels. The bamboo wood shall
have minimum density of 1000 Kg/ cum, minimum Hardness 1000 Kgf. All
styles and rails shall have profiled interlocking system locked in place by
bamboo pins, all complete as per direction of Engineer in charge. (The
panelling will be paid for separately).

26.5 Providing & fixing in position Phenol bonded Bamboowood panelling of

10mm thick, in 25 to 40 mm thick panelled or panelled & glazed shutters for
doors, windows, clerestorey windows, in approved colour, texture & finish.
The bamboowood planks shall have minimum density of 1000 Kg/cum &
minimum Hardness 1000 Kgf. The panels shall have profiled interlocking
system locked in place with bamboo pins all complete as per direction of the
Engineer in-charge. (area of opening for panel inserts excluding portion inside
grooves or rebates to be measured)

26.6 Providing & fixing in position 65 mm thick factory made door frame of Phenol
bonded Bamboo wood (superior class, interior use), in approved colour,
texture and finish. The bamboo wood shall have minimum density of 1000
Kg/cum, minimum hardness 1000 Kgf. The door frame shall have tenon &
mortise interlocking system, to be fixed to the wall with 100 mm size G.I
screws all a complete as per direction of Engineer-in charge.
26.6A Providing, erecting, laying and fixing in position in 3.5 to 4 mm thick bamboo
mat corrugated sheet (BMCS) as per IS: 15476-2004 in roofing with self
drilling screws along with EPDM washers complete or with galvanized iron J or
L hooks 8mm dia G.I. plain and bitumen washers etc, all complete as per
direction of Engineer-in-Charge.

26.6B Providing and fixing in position ridges of 3.5 to 4 mm thick bamboo mat ridge
cap (BMRC) as per IS: 15476-2004 in roofing with self drilling screws along
with EPDM washers complete or with galvanized iron J or L hooks 8mm dia
G.I. plain and bitumen washers etc, all complete as per direction of Engineer-
in- Charge.

26.6C Providing and fixing at all height false ceiling of 4mm thick phenol bonded
Bamboo Mat board (595x595mm) conforming to IS:13958-1994 including
providing and fixing of frame work made of GI angle 25x25x0.4 mm thick all
around suitably fixed to wall with the help of dash fastener and hanger frame
(600x600 c/c) made GI slotted Tee having powder coating on bottom side
(30x25x0.3 mm thick for main member & 25x25x0.3 mm for cross member)
connected to ceiling with 2.64mm GI wire and anchor fastener at every
junction and also including cost of making openings for light fittings, grills,
diffusers, cut outs made with frame of perimeter channels suitably fixed all
complete as per direction of Engineer-in-charge.

26.6D Providing and fixing at Bamboo Mat board conforming to IS:13958-1994 for
partition to frame by bucking or studding with screws etc. complete (Frames,
backing or studding to be paid separately)
26.6D.1 3 mm thickness

26.6D.2 4 mm thickness
26.6D.3 6 mm thickness
26.6D.4 9 mm thickness

26.6D.5 12 mm thickness
26.6E Providing and fixing at all height wall panelling with phenol bonded Bamboo
Mat board conforming to IS:13958-1994 including providing and fixing to
frame work made of 50mm x 50mm hardwood plugs including cutting brick
work and fixing in cement mortar and making good the wall etc. and also
providing and fixing wooden moulded corner beading of triangular shape to
the junction of panelling etc. with iron screws all complete as per direction of
Engineer-in-Charge.

26.6E.1 9 mm thickness

26.6E.2 12 mm thickness
26.7 Providing and fixing 50 mm thick extruded polystyrene rigid insulation board
of required size between cavity wall, complying with ISO 4898:2008 & ASTM C
578-08b - type VI, having thermal conductivity of 0.0289 W/m K as per ASTM
C 578 (measured as per IS 3346), compressive strength of > 350 kPa listed as
per ASTM D 1621, density of 34-36 kg/m³ as per ASTM D 1622, water
absorptions < 1% by volume as per ASTM D 2842, oxygen index of 24.1 to
28.1 listed as per ASTM D 2863, cell size 0.4 mm of dia (max) as per ASTM D
3576. Fire retardent property as per DIN 4102, Part 1 of class B2 and as per
ASTM E84 class A, fixed with suitable water based adhesive and fastener,
complete in all respect as per the direction of Engineer- in-Charge.

26.8 Providing and fixing 50 mm thick extruded polystyrene rigid insulation board
of required size underdeck on ceiling surface, complying with ISO 4898:2008
& ASTM C 578-08b - type VI, having thermal conductivity of 0.0289 W/m K as
per ASTM C 578 (measured as per IS 3346), compressive strength of > 350 kPa
listed as per ASTM D 1621, density of 34-36 kg/cum as per ASTM D 1622,
water absorptions < 1% by volume as per ASTM D 2842, oxygen index of 24.1
to 28.1 listed as per ASTM D 2863, cell size 0.4 mm of dia (max) as per ASTM
D 3576. Fire retardent property as per DIN 4102, Part 1 of class B2 and as per
ASTM E84 class A, fixed with suitable water based adhesive and fastener,
complete in all respect as per the direction of Engineer-in-Charge.

26.9 Providing and fixing factory made solid Foam uPVC profile for kitchen cabinet
frame (45 x 20 mm) of approved shade, quality and make. The profile shall be
laminated on both sides, made from rigid foam sheets (Single extruded)
having density 600 Kg/cum and the exposed edges sealed with PVC edge
beading of same shade and colour. The frame shall be fire retardent with
necessary screw holding capacity. Frame shall be fixed to wall using
Expendable Fastner with necesary stainless steel screws, all complete as per
direction of Engineer-in-charge.

26.10 Providing and fixing factory made Kitchen Cabinet Shutter /Partition 20 mm
nominal thickness of approved shade, quality and make, made from rigid
foam sheets (Single extruded) having density 600 Kg/cum and laminated on
both side by laminate Sheet/ PVC foil lamination. The exposed edges shall be
sealed with PVC edge beading of same shade and colour. The shutter shall be
fire retardent having necessary screw holding capacity. Shutter shall be fixed
to frame using approved hinges with necessary stainless steel screws, all
complete as per direction of Engineer-in-charge.

26.11 Providing and fixing concealed hinge of approved quality for 19-20mm thick
door with stainless steel screws complete :
26.12 Supplying & laying of bi-axial extruded high modulus polypropylene geogrid
coforming to MORTH SPECIFICATION for base/ sub-base reinforcement
having minimum tensile strength 15kN/m in the longitudinal and transverse
direction, with 5kN/m and 7kN/m tensile strength at 2% and 5% strain
respectively in the longitudinal and transverse direction, junction efficiency
not less than 95% and with 38mm X 38mm mesh opening.

26.13 Supplying & laying of bi-axial extruded high modulus polypropylene geogrid
coforming to MORTH SPECIFICATION for base/sub-base reinforcement having
minimum tensile strength 20kN/m in the longitudinal and transverse
direction, with 7kN/m and 14kN/m tensile strength at 2% and 5% strain
respectively in the longitudinal and transverse direction, junction efficiency
not less than 95% and with 38mm X 38mm mesh opening.

26.14 Supplying & laying of bi-axial extruded high modulus polypropylene geogrid
coforming to MORTH SPECIFICATION for base/sub-base reinforcement having
minimum tensile strength 30kN/m in the longitudinal and transverse
direction, with 10.5kN/m and 21kN/m tensile strength at 2% and 5% strain
respectively in the longitudinal and transverse direction, junction efficiency
not less than 95% and with 38mm X 38mm mesh opening.

26.15 Supplying & laying of bi-axial extruded high modulus polypropylene geogrid
coforming to MORTH SPECIFICATION for base/sub-base reinforcement having
minimum tensile strength 40kN/m in the longitudinal and transverse
direction, with 14kN/m and 28kN/m tensile strength at 2% and 5% strain
respectively in the longitudinal and transverse direction, junction efficiency
not less than 95% and with 38mm X 38mm mesh opening.

26.16 Supplying & laying of drainage composite for use behind walls, between two
different fills, alongside drains of road, below concrete lining of canals etc.
Geocomposite for planar drainage, realized by thermobonding a draining core
in extruded monofilaments with two filtering nonwoven geotextiles that may
also be working as separation or protecting layers. The draining three
dimensional core will have a “W” configuration as longitudinal parallel
channels.

Minimum thickness to be 7.2mm, with two filtering UV stabilized

polypropylene nonwoven geotextile of minimum thickness of 0.75mm
characteristic opening size (090) of 110 micron and tensile strength of 8.0
KN/m that will be working as separation or protecting layer, geocomposite
having in plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 & 20
kPa pressure and tensile strength of 18 kN/m , with mass per unit area of 740
gsm, supplied in the form of roll for easy transportation to site of work as per
detailed specification all complete as per directions of Engineer in charge.
26.17 Supplying & laying of drainage composite for use behind walls, between two
different fills, alongside drains of road, below concrete lining of canals etc.
having thermobonding a draining core - HDPE geonet comprises of two sets
of parallel overlayed ribs integrally connected to have a rhomboidal shape
with a polyethylene film and a nonwoven geotextile having mass per unit area
130 gsm and tensile strength of 8.0 kN/m that will be working as separation
or protecting layer, geocomposite having in plane flow capacity of 0.7 L /
(m.s) at hydraulic gradient of 1.0 & 20 kPa pressure and tensile strength of
13.5 kN/m , with mass per unit area of 830 gsm, at easily accessible location
including top and bottom, with all leads and lifts, manpower and machinery,
materials, labour etc. complete and as directed by Engineer - In - Charge.

26.18 Supplying and laying high strength flexible geogrids (HSFG) as soil
reinforcement / basal reinforcement as per MORTH 3100 and IRC 113, made
of high tenacity polyester core with polyethylene coating with Minimum Long
Term Design Strength (LTDS) of more than 50% of ultimate tensile strength at
30 degree Celcius corresponding to 12 % strain .

26.18.1 Ultimate tensile strength- 100 kN/m

26.18.2 Ultimate tensile strength- 150 kN/m

26.18.3 Ultimate tensile strength- 200 kN/m

26.18.4 Ultimate tensile strength- 250 kN/m

26.18.5 Ultimate tensile strength- 300 kN/m

26.18.6 Ultimate tensile strength- 350 kN/m

26.18.7 Ultimate tensile strength- 400 kN/m
26.18.8 Ultimate tensile strength- 500 kN/m
26.18.9 Ultimate tensile strength- 600 kN/m

26.18.10 Ultimate tensile strength- 700 kN/m

26.18.11 Ultimate tensile strength- 800 kN/m
26.18.12 Ultimate tensile strength- 900 kN/m

26.18.13 Ultimate tensile strength- 1000 kN/m

26.18.14 Ultimate tensile strength- 1100 kN/m

26.18.15 Ultimate tensile strength- 1200 kN/m

26.19 Providing at all heights, levels and locations Aluminium profile industrial
troughed sheet of Alloy 31500/ 31000/ 40800, conforming to IS 1254, IS 737,
IS 2676. The sheet shall be fixed using self drilling/ self tapping SS screws of
size 5.5x65 mm with EPDM seal complete upto required pitch in horizontal,
vertical or curved surfaces i/c cutting to size and shape where required as per
specifications, detail drawings and direction of Engineer -in- Charge. The rate
shall be inclusive of all screws, seal, ridge, labour, scaffolding, machinery for
fixing and approved sealent where required etc. but excluding the cost of
purlins, rafters and trusses.

26.19.1 0.71 mm thick, the profile detail width 1044/920 mm, cover width 1000/875
mm.

26.19.2 0.91 mm thick, the profile detail width 1044/920 mm, cover width 1000/875
mm.
26.22 Providing and fixing false ceiling at all heights with integral densified calcium
silicate reinforced with fibre and natural filler false ceiling tiles of Size
595x595mm of approved texture, design and patterns having NRC (Noise
Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light
reflectance of 85% (minimum).
 Non combustible as per BS:476 (part-4), fire performance as per BS:476 (part
6 &7), humidity resistance of 100%, thermal conductivity < 0.043 W/m K as
per ASTM 518:1991, in true horizontal level suspended on interlocking metal
T-Grid of hot dipped galvanised iron section of 0.33mm thick (galvanized @
120 grams per sqm including both sides) comprising of main-T runners of size
24x38 mm of length 3000 mm, cross - T of size 24x32 mm of length 1200 mm
and secondary intermediate cross-T of size 24x32 mm of length 600mm to
form grid module of size 600 x 600 mm, suspended from ceiling using
galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 50 mm long,
8 mm outer diameter M-6 dash fasteners, 6 mm dia fully threaded hanger rod
upto 1000 mm length and L-shape level adjuster of size 85x25x25x2 mm.

Galvanised iron perimeter wall angle of size 24x24x0.40 mm of length 3000

mm to be fixed on periphery wall / partition with the help of plastic rawl plugs
at 450 mm center to center and 40 mm long dry wall S.S screws. The work
shall be carried out as per specifications, drawing and as per directions of the
Engineer-in-Charge.

26.22.1 With 15 mm thick tegular edged light weight calcium silicate false ceiling tiles.

26.22.2 With 15 mm thick tegular/butt edged without perforation plain/designer light

weight calcium silicate Anti-Microbial Bio-Safe coated false ceiling tiles
Confirming to JIS-Z2801 and ASTM G-21
26.23 Providing and fixing false ceiling at all heights with integral densified calcium
silicate reinforced with fibre and natural filler false ceiling tiles of Size
595x595 mm of approved texture, design and patterns having NRC (Noise
Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light
reflectance of 85% (minimum).

Non combustible as per BS:476 (part-4), fire performance as per BS:476 (part
6 &7), humidity resistance of 100%, thermal conductivity < 0.043 W/m K as
per ASTM 518:1991, in true horizontal level suspended on interlocking metal
powder coated T-Grid of hot dipped galvanised iron section of 0.40 mm thick
on Silhouette profile,rotary stiched double webbed white with 6mm reveal
profile (white/black), comprising of main-T runners of size 15x42mm of length
3000 mm, cross - T of size 15x42 mm of length 1200 mm and secondary
intermediate cross- T of size 15x42 mm of length 600mm to form grid module
of size 600 x 600 mm, suspended from ceiling using galvanised mild steel
items (galvanizing @ 80 grams per sqm) i.e. 50 mm long, 8 mm outer
diameter M-6 dash fasteners, 6 mm dia fully threaded hanger rod upto 1000
mm length and L-shape level adjuster of size 85x25x2 mm.
 Galvanised iron perimeter wall angle of size 22x19x0.40 mm of length 3000
mm to be fixed on periphery wall / partition with the help of plastic rawl plugs
at 450 mm center to center and 40mm long dry wall S.S screws. The work
shall be carried out as per specifications, drawing and as per directions of the
Engineer-in-Charge.

26.23.1 With 15 mm thick integral densified micro edge light weight calcium silicate
false ceiling tiles
26.24 Providing and fixing in position wall panelling at all heights with integral
densified calcium silicate panels/tiles of size 595 x 595mm, having NRC (Noise
Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light
reflectance of 85% (minimum). Non combustible as per BS:476 (part-4), fire
performance as per BS:476 (part 6 &7), humidity resistance of 100%, thermal
conductivity <0.043 W/m K as per ASTM 518:1991, comprising of a frame
made from especially fabricated galvanised mild steel sheet 0.50 mm thick
pressed section (galvanizing @120 grams per sqm including both sides)
i.e.vertical studs of size 48 x 34 x 36 mm are placed at 600mm center to
center in a floor and ceiling channel section of size 50 x 32m fixed to the floor
and soffit at 600mm centers using 12mm dia, 50mm long wedge type
expanded zinc alloy dash fastner with 10mm bolt.

This same channel is then to be fixed in horiziontal direction at 600mm center

to center so as to form a grid of 600mm x 600mm. Glasswool of 50mm
thickness is then to be inserted in the slots and finally calcium silicate non
combustible panels/ tiles are to be screw fixed with self tapping pan head
nickel coated mild steel screws of size 13 x 3.2mm on to this grid leaving an
even groove of 1 mm between the panels. The joints between the panels are
to be duly jointed and finished using recommended jointing calcium silicate
based compound and fiber joint tape roll 50mm wide (90 metre) roll and two
coats of primer suitable for panelling as per manufacturer’s specification as
per direction of Engineer-in-Charge all complete.

26.24.1 With 15 mm thick fully perforated square/butt edge light weight calcium
silicate panels/ tiles
26.25 Providing and fixing 15 mm thick false ceiling tiles at all heights with integral
densified calcium silicate reinforced with fibre and natural filler false ceiling
tiles of Size 595x595 mm of approved texture, design and patterns having
NRC (Noise Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987,
Light reflectance of 85% (minimum). Non combustible as per BS:476 (part-4),
fire performance as per BS:476 (part 6 &7), humidity resistance of 100%,
thermal conductivity < 0.043 W/m K as per ASTM 518:1991,in true horizontal
level on the existing frame work consisting of T-sections and L - sections
suitably fixed according to tile size as per direction of Engineer-in-charge.
26.26 Providing & fixing false ceiling at all heights with GRG (Glass Fibre Reinforced
Gypsum) false ceiling tiles of Size 595x595 mm of approved texture, design
and patterns having moisture content less than 2%, humidity resistance of
99%, NRC0.50 to 0.75 as per IS 8225:1987, Non combustible as per BS 476
(part 4)-1970 and light reflectance of 85% (minimum) to be laid in true
horizontal level suspended on inter-locking metal T-Grid of hot dipped
galvanised iron section of 0.33mm thick (galvanized @ 120 grams per sqm
including both sides) comprising of main-T runners of size 15x32 mm of
length 3000 mm, cross - T of size 15x32 mm of length 1200 mm and
secondary intermediate cross-T of size 15x32 mm of length 600mm to form
grid module of size 600 x 600 mm, suspended from ceiling using galvanised
mild steel items (galvanizing @ 80 grams per sqm) i.e. 50 mm long,

8 mm outer diameter M-6 dash fasteners, 6 mm dia fully threaded hanger rod
upto 1000 mm length and L-shape level adjuster of size 85x25x2 mm.
Galvanised iron perimeter wall angle of size 24x24x0.40 mm of length 3000
mm to be fixed on periphery wall / partition with the help of plastic rawl plugs
at 450 mm center to center and 40 mm long dry wall wood screws. The work
shall be carried out as per specifications, drawing and as per directions of the
Engineer-in-Charge.

26.26.1 With semi perforated 12 mm thick micro tegular edged GRG false ceiling tiles.

26.26.2 With fully perforated 12 mm thick micro tegular edged or 10 mm thick square
edged GRG false ceiling tiles.
26.27 Providing and fixing mineral fibre false ceiling tiles at all heights of size
595X595mm of approved texture, design and pattern. The tiles should have
Humidity Resistance (RH) of 99%, Light Reflectance > 85%, Thermal
Conductivity k = 0.052 - 0.057 w/m K, Fire Performance as per (BS 476 pt - 6
&7)in true horizontal level suspended on interlocking T-Grid of hot dipped all
round galvanized iron section of 0.33 mm thick (galvanized @120 gsm)
comprising of main T runners of 15x32 mm of length 3000 mm, cross T of size
15x32mm of length 1200 mm and secondary intermediate cross T of size
15x32 mm of length 600 mm to form grid module of size 600x600 mm
suspended from ceiling using galvanized mild steel item (galvanised @ 80
gsm) 50 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter
fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of
size 85x25x2 mm,

spaced at 1200 mm centre to centre along main ‘T’. The system should rest
on periphery walls /partitions with the help of GI perimeter wall angle of size
24x24X3000 mm made of 0.40 mm thick sheet, to be fixed to the wall with
help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall
S.S. screws. The exposed bottom portion of all T-sections used in false ceiling
support system shall be pre-painted with polyester baked paint, for all
heights. The work shall be carried out as per specifications, drawings and as
per directions of the engineer-incharge.
26.27.1 With 16 mm thick beveled tegular mineral fibre false ceiling tile (NRC 0.55 to
0.6)
26.27.2 With 20 mm thick beveled tegular mineral fibre false ceiling tile (NRC 0.7)

26.27.3 With 16 mm thick beveled tegular mineral fibre Antimicrobial false ceiling tile
confirming to ISO 5 (class 100) specifications
26.28 Chipping of unsound/weak concrete material from slabs, beams, columns etc.
with manual Chisel and/ or by standard power driven percussion type or of
approved make including tapering of all edges, making square shoulders of
cavities including cleaning the exposed concrete surface and reinforcement
with wire brushes etc. and disposal of debris for all lead and lifts all complete
as per direction of Engineer-In-Charge

26.28.1 75 mm average thickness

26.28.2 50 mm average thickness

26.28.3 25 mm average thickness

26.29 Cleaning of reinforcement from rust from the reinforcing bars to give it a total
rust free steel surface by using alkaline chemical rust remover of approved
make with paint brush and removing loose particles after 24 hours of its
application with wire brush and thoroughly washing with water and allowing
it to dry, all complete as per direction of Engineer-In-Charge.

26.29.1 Bars upto 12 mm diameter

26.29.2 Bars above 12 mm diameter
26.30 Drilling suitable holes in reinforced or plain cement concrete with power
driven drill machine to a minimum depth of 100mm upto 200mm in RCC
beams, lintels, columns and slabs to introduce steel bars for
sunshades/balconies including fixing the steel bars in position using epoxy
resin anchor grout of approved make but excluding the cost of reinforcement,
all complete as per direction of Engineer-In-Charge.

26.30.1 Upto and including 12mm dia.

26.31 Providing, mixing and applying bonding coat of approved adhesive on chipped
portion of RCC as per specifications and direction of Engineer-In-charge
complete in all respect.
26.31.1 SBR Polymer (@10% of cement weight) modified cementitious bond coat @
2.2 kg cement per sqm of surface area mixed with specified proportion of
approved polymer
26.31.2 Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make.

26.32 Providing, mixing and applying SBR polymer (of approved make) modified
Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with
polymer minimum 2% by wt. of cement used) as per specifications and
directions of Engineer-in-charge.

Note: Measurement and payment: The pre-measurement of thickness shall

be done just after the surface preparation is completed and Payment under
this item shall be made only after proper wet curing has been done and
surface has been satisfactorily evaluated by sounding / tapping with a blunt
metal instrument and/or the 75mm size cube crushing strength at the end of
28 days to be not less than 30 N/Sqmm2).

26.32.1 12 mm average thickness.

26.32.2 25 mm average thickness in 2 layers.

26.32.3 50 mm average thickness in 3 layers.

26.33 Providing, mixing and applying SBR polymer (of approved make @ minimum
2% by wt. of cement used) modified plain/reinforced cement concrete for
structural members having minimum characteristic compressive strength
[with ordinary portland cement, coarse sand and graded stone aggregate of
10mm maximum size in proportion as per design criteria] with specified
average thickness.

Note: Rates shall be for finished surface area of concrete and shall include the
cost of labour, concrete and appropriate approved Super- Plasticiser for
rendering concrete as flowable and SBR polymer but shall exclude cost of
reinforcement, bond coat, Shear Keys, centering and shuttering, strutting,
propping etc.

(Payment under this item shall be made only after proper wet curing has
been done and surface has been satisfactorily evaluated by sounding/ tapping
with a blunt metal instrument)
26.33.1 50mm thick in Grade M 25 with cement content not less than 330 kg per cum

26.33.2 75mm thick in Grade M 25 with cement content not less than 330 kg per cum
26.34 Providing and laying SBR Polymer modified (of approved make @ minimum
2% by wt. of cement used) plain/ reinforced concrete jacket for the structural
members e.g. columns, pillars, piers, beams etc with concrete having the
specified minimum characteristic compressive strength [with ordinary
portland cement, coarse sand and graded stone aggregate of 10mm
maximum size in proportion as per design criteria] with specified average
thickness all-round existing core of RCC member.

Note: Rates shall be for finished surface area of concrete and shall include the
cost of making holes in existing RCC slab, if required, for pouring concrete in
shuttering mould of jacket and appropriate approved Super-Plasticiser for
rendering concrete as flowable self compacting and SBR polymer but shall
exclude cost of reinforcement, bond coat, Shear Keys, centering and
shuttering, strutting, propping etc.

(Payment under this item shall be made only after proper wet curing has
been done and surface has been satisfactorily evaluated by sounding/tapping
with a blunt metal instrument)
26.34.1 50mm thick in Grade M 25 with cement content not less than 330 kg per cum

26.34.2 75mm thick in Grade M 25 with cement content not less than 330 kg per cum

26.34.3 100mm thick in Grade M 25 with cement content not less than 330 kg per
cum
26.35 Providing and injecting approved grout in proportion recommended by the
manufacturer into cracks/honey-comb area of concrete/ masonry by suitable
gun/pump at required pressure including cutting of nipples after curing etc.
complete as per directions of Engineer-in- Charge. (The payment shall be
made on the basis of actual weight of approved grout injected.)

26.35.1 Stirrer mixed Acrylic Polymer of approved make @ 2% of weight of cement

used) modified Cement slurry made with non shrink compound in
concrete/RCC work
26.35.2 Stirrer mixed SBR Polymer (of approved make) modified Cement slurry made
with Shrinkage Compensating Cement in concrete/RCC work.
26.35.3 Epoxy injection grout in concrete/RCC work of approved make

26.36 Providing, erecting, maintaining and removing temporary protective screens

made out of specified fabric with all necessary fixing arrangement to ensure
that it remains in position for the work duration as required by the Engineer-
in-charge.

26.36.1 Wooven PVC cloth

26.37 Cleaning of exposed concrete surface of sticking material including loose and
foreign material by sand blasting with coarse sand followed by and including
cleaning with oil free air blast as per direction of Engineer in charge.
26.38 Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved
design mix concrete having the specified minimum characteristic compressive
strength [with ordinary portland cement, coarse sand and graded stone
aggregate of 10 mm maximum size in proportion as per design criteria]
including the cost of centering and shuttering at edges and corners etc. as
directed by Engineerin- Charge Note: Rates shall include the providing
necessary ground wires etc. The levelling gauges, if used, shall be paid for
separately. Payment under this item shall be made only after proper wet
curing has been done and surface has been satisfactorily evaluated by
sounding/ tapping with a blunt metal instrument.

26.38.1 25mm thick in Grade M 25 with cement content not less than 330 kg per cum

26.38.2 50mm thick in Grade M 25 with cement content not less than 330 kg per cum

26.38.3 75mm thick in Grade M 25 with cement content not less than 330 kg per cum

26.39 Providing and inserting 12mm dia galvanised steel injection nipple in honey
comb area and along crack line including drilling of holes of required diametre
(20mm to 30mm) up to depth from 30mm to 80mm at required spacing and
making the hole & crack dust free by blowing compressed air, sealing the
distance between injection nipple with adhesive chemical of approved make
and allow it to cure complete as per direction of Engineer-In-Charge.

26.40 Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or
other suitable size wire mesh to be fixed & firmly anchored to the concrete
surface by means of "L" shaped mild steel shear key welded with existing
reinforcement including the cost of materials, labour, tool & plants as
approved by Engineer-in-charge.
26.41 Designing, providing, installing and fixing factory finished custom designed
cold form Light Gauge Steel Framed super structure comprising of steel wall
panel, trusses, purlins etc manufactured out of minimum 0.75 mm thick steel
sheet as per design requirements. The steel sheet shall be galvanized (AZ-
150gms Aluminium Zinc Alloy coated steel having minimum yield strength
300-550 Mpa) conforming to AISI specifications and IBC 2009 for cold formed
steel framing and construction and also as per IS: 875-1987, ISO 800-1984 and
IS:801-1975. The wind load shall be as per provisions of IS 875 (part -III).
LGSFS frame shall be designed as per IS: 801 using commercially available
software such as Frame CAD Pro-11.7/ STAAD PRO-V8i/ ArchitekV2.5.16/
Revit architecture-2011 or equivalent. Proper usage of Connection
Accessories like Heavy Duty Tension Ties, Light Duty Hold-ons, Twist Straps (to
connect truss with wall frames), Strong Tie, Tie Rod, H-Brackets, Boxing
Sections, L-Shaped Angles for better structural stability.

The framing section shall be cold form C-type having minimum web depth 89
mm x 39mm flange x 11mm lip in required length as per structural design
requirement duly punched with dimple/slot at required locations as per
approved drawings. The slots will be along centre line of webs and shall be
spaced minimum 250mm away from both ends of the member. The frame
can be supplied in panelized or knock down condition in specific dimensions
and fastened with screws extending through the steel beyond by minimum of
three exposed threads. All self drilling tapping screws for joining the members
shall have a Type II coating in accordance with ASTM B633(13) or equivalent
corrosion protection of gauge 10 & 12, TPI 16 & 8 of length 20mm.

The frames shall be fixed to RCC slab or Tie beam over Neoprene rubber using
self expanding carbon steel anchor bolt of dia as per approved drawings.
design subject to minimum 12mm diameter and 121mm length conforming to
AISI 304 and 316 at 500mm c/c with minimum embedment of 100mm in RCC
(RCC to be paid separately) and located not more than 300mm from corners
or termination of bottom tracks complete in all respects.

The item also includes the submission of stability reports duly examined and
issued by any NIT/IIT. The rate includes the concept design, detailed design,
fabrication of sections, transportation, installation and all required fixing
arrangement at site as described above.
26.42 Providing and fixing of external wall system on Light gauge steel frame work
with outer face cement boards as per standard sizes fixed with self- drilling /
taping screws / fasteners @ 60cm c/c of approved make. A groove of 2 mm to
3mm shall be maintained and grooves shall be sealed with silicon based
sealant. The board shall be fixed in a staggered pattern. Screws shall be of
counter sunk rib head of 1.60mm to 4 mm thick or 8 to 10 gauge of length
varying from 25 to 45 mm and. Internal face 12.5 mm thick gypsum plaster
board fixed on cement board as per standard sizes fixed with selfdrilling /
taping screws / fasteners @ 60cm c/c of approved make, proper taping and
jointing to be done using fiber mesh tape and epoxy and acrylic based jointing
compound for seamless finish. (cost of frame work to be paid for separately)

26.42.1 Outer face- Outer face having 6mm thick fiber cement board Type A,
Category-IV as per IS:14862:2000 fixed on 9mm thick fiber cement board,
Type A, Category-IV as per IS:14862:2000 (high pressure steam cured) Inner
Face-12.5 mm thick gypsum plaster board conforming to IS 2095:2011 fixed
on 8 mm thick fibre cement board of Type B, Category-Ill conforming to
IS:14862:2000 (High pressure steam cured)

26.42.1A Outer face- Outer face having 6mm thick fiber cement board Type A,
Category-III as per IS:14862:2000 fixed on 9mm thick fiber cement board,
Type A, Category-IV as per IS:14862:2000 (high pressure steam cured) Inner
Face-12.5 mm thick gypsum plaster board conforming to IS 2095:2011 fixed
on 8 mm thick fibre cement board of Type B, Category-Ill conforming to
IS:14862:2000 (High pressure steam cured)

26.42.2 Outer face: Outer face having 8 mm thick cement bonded particle Board fixed
on 10 mm thick cement bonded particle board. (Termite, Fire and Moisture
Resistance) as per IS 14276:1995. Inner face:-12.5 mm thick gypsum plaster
board conforming to IS 2095:2011 fixed on 8 mm thick cement bonded
particle board (Termite, fire and moisture resistance) confirming to
IS:14276:1995)

26.43 Providing and fixing internal wall panels on Light gauge steel frame work with
12.5mm thick gypsum plaster board conforming IS 2095:2011 fixed on
cement board as per standard sizes fixed with self-drilling / taping screws /
fasteners @ 60cm c/c of approved make, self-drilling / taping screws /
fasteners @ 60cm c/c of approved make, or 8 to 10 gauge of length varying
from 25 to 45 mm. Proper taping and jointing to be done using fiber mesh
tape and epoxy and acrylic based jointing compound for seamless finish. (cost
of frame work to be paid for separately

26.43.1 Cement Fiber Board 8 mm thick of Type B, Category III as per IS 14862:2000
(High pressure Steam Cured)
26.43.2 Cement Bonded particle board 8 mm (Termite, Fire & Moisture Resistance),
as per IS:14276 : 1995
26.44 Providing and fixing in all exterior face panels breathable vapour barrier
underneath the cement fiber board as per National Building Code 2009
complete as per direction of Engineer-in-charge.
26.45 Supplying and installation of moisture resistant/fire resistant cement board as
per standard sizes fixed with self-drilling / taping screws. Screws shall be of
counter sunk rib head of 1.60mm to 4 mm thick or 8 to 10 gauge of length
varying from 25 to 45 mm.

26.45.1 Cement Fiber Board 6 mm thick as per IS 14862:2000 of type B (High pressure
Steam Cured)
26.45.2 Cement Bonded particle board 8 mm thick (Termite, Fire & Moisture
Resistance), as per IS:14276 : 1995
26.46 Providing and fixing in position 200 mm thick factory made expanded
polystyrene core (EPS) wall panels consisting of EPS core sandwitched
between two Engineered sheets of welded wire fabric mesh duly finished
with shortcrete materials on outer faces. The fabric mesh shall be made of 3
mm dia G.I. wire mesh with 50 mm pitch in both the directions and on both
faces of the wall, kept at 120-135 mm gap and connected by the zig zag G.I.
wire of 3 mm dia at alternate row by welding (at an angle ranging from 50 -
60 degree).

The EPS core shall consists of 100 mm thick EPS of density not less than 20 kg/
per cum. Both the outer of the panel shall be finished with applying the layer
of 50 mm thick cement mortar 1:3 [1 Cement: 3 coarse sand (not having more
than 40% stone schips of size upto 6 mm)]with the help of shortcreting /
guniting etc at a pressure not less than 1 bar (100Kn/sqm) and both surface
finished with trowel. The fixing operations of wall panels shall be completed
in all respect as per drawings and specifications and under the overall
direction of Engineer-in-charge.

26.47 Providing and fixing in position, 230mm thick factory made Expanded
Polystyrene Core (EPS Core) roof/floor panels made of 3 mm dia G.I. wire
mesh with 50 mm pitch in both the directions and on both faces of panel,
kept at 120-135 mm gap and connected by the zig zag G.I. wire of 3 mm dia at
alternate row by welding (at an angle ranging from 50-70 degree). The EPS
core shall consist of 100 mm thick EPS of density not less than 20kg/ per cum.
The bottom side of the panel shall be finished by applying a layer of 60-65
mm thick cement mortar 1: 3 {1 cement: 3 coarse sand (not having more than
40% stone chips of size upto 6 mm)} À with the help of shotcreting equipment
etc at a pressure of not less than 1 bar (100Kn/m2) and surface finished with
trowel. The top face of the panel shall be provided and finished by applying
70-75 mm thick layer of cement concrete 1:1.5: 3 (1 cement :1.5 coarse sand :
3 graded stone aggregate 20 mm nominal size). Fixing operations of roof/floor
panels shall be completed in all respect as per drawings and specifications
and under the overall direction of the Engineer-in-charge.
26.48 Providing and fixing of customized Aluminum Form work for monolithic
construction on RCC members with repetitive usage made up of aluminium
sheets/plates of minimum 4 mm thickness and grade 6061 (Type-6). The
formwork comprises of (a) wall panel rocker, kicker and internal soffit corner,
external soffit corner, external corner, internal corner etc. (b) beam
components i.e. beam side panel, prop head for soffit beam, beam soffit
panel, beam soffit bulkhead and (c) deck components i.e. deck panel, deck
prop, prop length, deck mid, soffit length, deck beam bar. The panels are held
in position by a simple pin and wedge system that passes through holes in the
outside rib of each panel. The tolerance of the finished panel sha not be less
than (-1 mm) and shall confirm to IS 14987 -1999.Pins and wedges to be
made of high grade hot dipped galvanised mild steel. This form work also
comprises of MS angle Iron, 'Z' shaped brackets braced diagonally at 0.90 t0
1.00 metre centre to centre on external wall face just the level

below on which to lay MS square tube panels (Challis) and guard railing
supports to form working platform and 40 mm dia GI/MS telescopic
adjustable props to support dech formwork and nbeam soffit panels,
including de-shuttering the formwork from odd / even level to be shifted /
lifted to next alternate odd/even level before which the points and shuttering
surface thoroughly cleaned, pins greaing and shuttering surface oiling
properly before fixing all complete including sealing of gap between kicker
plate and wall panel and floors (if any) as per design of formwork as provided
by shuttering supplier and as per direction of the Engineer-in-Charge including
filling and finishing the holes of varied sizes and shapes (left by Keys/Pins of
aluminum formwork while de-shuttering) with GP-2 cementitious polymer
compound mixed with water in ration prescribed by the manufacturer to
form consistent workable enough by in the holes upto full depth of wall using
appropriate tools and finishing smooth all complete as per direction of
Engineer-in-Charge.

26.49 Providing and fixing in position factory made EPS cement sandwich wall/ roof/
floor light weight solid core panels made of core material of EPS granule
balls/beads (conforming to IS 4671:1984 and shall have density not less than
15kg per cum) adhesive, cement, sand, flyash and other bonding material in
mortar state processed to form in a preset mould. The outer face on both
sides of the panels will be non asbestos fiber cement board confirming to IS
14862:2000 or Calcium silicate board confirming to EN 14306:2009 of 5mm
thick each. Panel shall be laid on 6mm thick cement mortar (1 cement: 2 fine
sand) mixed with chemical adhesive of 0.5kg per 50kg of cement or shall be
preferably fixed into 'C' channel made of 1.2mm thick MS plate
screwed/fastenened to the slab/column/beam etc. The panel shall fixed
vertically with tongue and groove joint and horizontally locked with steel bar
between each other and floors and filled with cement mortar and adhesive.
Panels should be used as floor & roofing with additional structural support,
steel or RCC depending upon the design.
 All the operation shall be completed in all respect as per drawings,
Manufacturers specifications and under the overall direction of Engineer-in-
Charge (Cost of all the material is included except "C channel" which will be
paid seperately).

26.49.1 Non load bearing panels 50mm thick of required size

26.49.2 Non load bearing panels 60mm thick of required size

26.49.3 Non load bearing panels 75mm thick of required size

26.49.4 Non load bearing panels 90mm thick of required size

26.49.5 Non load bearing panels 100mm thick of required size

26.50 Providing and fixing in position factory made non asbestos fibre reinforced
aerated cement sandwich wall/roof/floor light weight solid core panels made
of light weight cement concrete core composed of OPC cement, pulverized
flyash, quick lime, cotton pulp & Gypsum in mortar state mixed with aeration
agent in a preset mould. The outer face on both sides of the panels will be
non-asbestos fibre cement board confirming to IS: 14862:2000. These solid
wall panels are installed using Galvanized iron steel tracks/C channel of 1 mm
thick of required sizes as recommended by manufacturer's and fixed to floor
and RCC soffit in plumb to each other with steel screw/fasteners.

The panel shall be fixed vertically with tongue & groove joint with cement-
based polymer modified jointing compound. The exposed surface finished
with fibre mesh/glass fibre tape with polymer based jointing compound
having superior flexibility. Panels should be used as floor & roofing with
additional structural support, steel or RCC depending upon the design. All the
operation shall be completed in all respect as per drawings, Manufacturers
specifications and under the overall direction of Engineer-in-Charge (Cost of
all the material is included except "tracks/ C channel" which will be paid
separately).

26.50.1 Non load bearing panels 50 mm thick of required size (minimum 4 mm thick
fibre cement board, Type B, category III as per IS : 14862 - 2000 on both faces.

26.50.1A Non load bearing panels 50 mm thick of required size (minimum 4 mm thick
fibre cement board, Type A, category III as per IS : 14862 - 2000 on both
faces.

26.50.1B Non load bearing panels 50 mm thick of required size (minimum 4 mm thick
fibre cement board, Type A, category IV as per IS : 14862 - 2000 on both
faces.
26.50.2 Non load bearing panels 75 mm thick of required size (minimum 4 mm thick
fibre cement board, Type B, category III as per IS : 14862 - 2000 on both faces.

26.50.2A Non load bearing panels 75 mm thick of required size (minimum 4 mm thick
fibre cement board, Type A, category III as per IS : 14862 - 2000 on both
faces.
26.50.2B Non load bearing panels 75 mm thick of required size (minimum 4 mm thick
fibre cement board, Type A, category IV as per IS : 14862 - 2000 on both
faces.
26.51 Supplying of standard quality GFRG panel of 124 mm thickness with modular
cavities purchased from GFRG panel manufacturing plant in the length and
height, including cutting of door, window and ventilator opening as per the
cutting drawing prepared by architects /design engineers for the construction
of GFRG building and loaded in stillages for transportation to the construction
site. Cost of panel includes security deposits, hire charges of stillages & jaws,
cost of transportation in trucks/ lorries without any damages upto 300 km
including all leads and lifts from GFRG manufacturing plant to construction
site and unloading at site using suitable fork lift/ crane. (Payment shall be
made on the basis of area of one side of panel without reduction of opening
of door/ window / Ventilators). For transportation above 300 Km additional
charges to be paid.

26.52 Erection of CFRG panels in walls in all floors using suitable crane per
instructions of Engineer-in-Charge, as per cutting drawings and structural
drawings, in perfect line and plumb, above RCC plinth beam/ GFRG panel
below and provide necessary lateral/ slanting support to keep the wall panel
in safe position, providing & tieing of Reinforcement as per structural
drawings and applying a coat of water repellant coating Zycosil/ equivalent or
equivalent product (1 Zycosil/equivalent compound : 10 water) to saturation
level over RCC plinth beam to provide water proofing treatment to joint
between wall panel and plinth beam as per guide lines / instruction by the
engineer in charge. (Cost of reinforcement, water proofing of walls and plinth
beam / GFRG panel below joints and installation of door / window frames
before filling of concrete shall be paid for separately).

The rate quoted shall include making provision for laying of lintels, beams,
sunshades, staircase beams, lofts, plumbing work, electrical conduits and any
structural insertion etc., as per the drawing and direction of the engineer in
charge. The payment shall be made based on actual exposed area (on one
side only) of the panel.

The work shall be carried out as per the Special Conditions for Glass Fibre
Reinforced Gypsum (GFRG) structures mentioned in NIT.Note: i) When cutting
panel, ‘A’ side is to be for outside or external surface of respective external
wall and B side is to be for internal surface of wall. ii) Erection of panel is to be
with reference to both building plan and cutting drawing by following
notational mark indicated in the cutting drawing as well as notional mark
written on each panel cut as per cutting drawing.

26.53 Filling empty cavities (as shown in the structural drawing design) with quarry
dust mixed with 5% of cement (by volume) after initial infill of 50 mm thick
M25 Concrete at base bottom of cavities to seal off, infill wall panel cavities in
3 stages as detailed below,

(i) First pour infill limited to 0.3 to 0.5 mm height from bottom of the panel.
(ii) Second pour infill shall be done only after 90 minutes interval between
successive pours. The maxmum height of infill shall be restricted to to 1.5 m
height or up to the top level of door / window.
 (iii) Third pour infill. After an interval of 90 minutes of second pour infill or
pour the balance height up to the bottom of embedded RCC tie beam. Pour
enough water just required to dampen the dry mix enough to form cake form
after each stage.

(Cost of laying M25 Concrete shall be paid for seperately)

(If any rain falls in between any stages of concrete pour, make sure to cover
the panel top to prevent ingress of water or water falling into the cavities. In
case of water collection over the concrete inside the panel, drill 10 mm hole
in GFRG panel immediately above concrete filled level to drain out water
before pour / infill of balance concreting).

26.54 Laying GFRG Panel as Roof / Floor slab panel and stair case panel using
suitable crane as per instructions of Engineer-in-Charge, including providing
support system with 25 mm x 300 mm -400 mm wide plywood, as runner
with proper prop below proposed micro beams including

(a) Cutting of top flange of panel to 180 mm wide (leaving a 25 mm projection

on either side) to provide RCC embedded micro beam as per cutting drawings
and structural drawings.
(b) Reinforcement of micro beams and tie beams to be provided in position
with proper anchorage as per structural drawings.
(c) Provision of Electrical cabling, fan hooks and laying of pipes for plumbing
work

(d) Concreting of Tie beam, micro beam and top of GFRG panels (50 mm
thick) with M25 Cement Concrete Mix using concrete aggregate of size less
than 20 mm including laying of 10 gauge 100x100 mm size weld mesh
26.55 Supplying and Fixing gauge weld mesh of size 100 mm x 100 mm for floor roof
slab concrete screed over the micro beams as reinforcements. The weld mesh
shall be fixed as per drawings.
26.56 Application of ZMB 60 / equivalent solution (100 kg ZMB 60 / equivalent
solution, 1 Litre ZMB nano Thinner, 20 litre water and 1 Litre Zycoprime /
equivalent = 122 litre/Kg) over already applied coat of Zycosil / equivalent and
Zycoprime / equivalent solution on the top of all the RCC plinth beams by
brush/spray coat before erection of GFRG over RCC plinth beams in GF. In the
case of upper floors 150 mm wide on floor slab for all external walls, bath/
toilet/ wet areas (3 hours drying time) before erection of wall panel on upper
floors including erection of parapet walls.

26.57 After erection of GFRG wall panels, seal all GFRG wall joints with paper tape
temporarily. Wtaer proofing treatment of vertical joints with Zycosil /
equivalent water proofing solutions [1 Litre of Zycosil / equivalent & 20 Litres
of water stirred first & 2 litre of Zycoprime / equivalent added and stirred
(total 23 litres)] with 50 ml syringe till the gap and filled concrete is
completely saturated. After removing the paper seal, seal off the vertical
joints with water proofing material "Grout RW / Equivalent" (sealing cost
excluded).
26.58 Filling of joints between RCC plinth beam / floor slab and wall apnel of
external wall, toilet / bath room / wet areas wall on all floor and parapet wall
over roof slab, stair case head room at the time of erection of GFRG panels
with grout RW / equivalent sealant compound after the erection of panel
before the infill of concrete in panel cavities and fine finish. This applies to for
all horizontal and vertical joints between GFRG wall and slab panels.

26.59 Water proofing of vertical joints (of external side and internal side) between
door frame, window & ventilator frame (on all four sides) of outer wall over
the Zycosil / equivalent & Zycoprime / equivalent solution already applied
(before the intallation of door / window / ventilator frame in position) and
finished with Grout RW / equivalent.

26.60 Water proofing treatment of RCC sunshade with Zycosil / equivalent water
proffing solution [1 Litre Zycosil / equivalent & 20 litres of water stirred first &
2 litres of Zycoprime / equivalent added and stirred (total 23 litres)] till it
meats the saturation level and testing as per RIELM or by water drops test in
which water drop do not absorb but drop remains or rolls.

26.61 In-filling / sealing the joints between RCC lintel cum sunshade and wall (on all
external side) in all floors by pushing in Grout RW / equivalent in paste form
and coving 20 mm x 20 mm after applying a coat of Zycosil / equivalent &
Zycoprime / equivalent solution before cement plastering of top, bottom and
sides of RCC sunshade.

26.62 Designing, providing, installing and fixing factory finished custom designed
pregalvanised high tensile steel joists manufactured from G350 Z275
confirming to IS: 277-1992, minimum coating of galess 35 Mpa & minimum
tensile strength of 380 Mpa placed 1.23 metre apart to support the load of
slab etc as per the design and direction of Engineer-in-Charge.

26.63 Providing and fixing special adjustable lockbars of mild steel E-250 to support
the temporary plywood for work between joists during construction as per
design & directions of the Engineer-in-charge
26.64 Centering and shuttering with 12 mm thick shuttering of plywood confirming
to IS 4990:2011 and removal of form at all heights. Plywood will be supported
on lock bars.
26.64.1 Suspended floors, roofs, landings, balconies and access platform

26.65 Providing and fixing roofing consists of 0.80 mm thick galvanised steel deck
sheet confirming to IS: 277-1992 used as permanent shuttering over which
MS wire mesh 3 mm laid at 100x100 mm grid including edge trim covered
with concrete. This metal deck will be supported on structuralsteel beam with
shear studs. (Structural steel like Beam, column, joists
26.66 Providing and fixing in position, 130 mm thick factory made Expanded
Polystyrine Core (EPS) wall panels consisting of EPS core sandwiched between
two Engineered sheets of welded wire fabric mesh duly finished with
shortcrete materials on outer faces. The fabric mesh shall be made of 3 mm
dia zinc coated G.I. wire mesh with 50 mm pitch in both the directions and on
both faces of the wall and connected by GI wire of 3 mm dia at alternate row
by welding. The EPS core shall consist of 60 mm thick EPS of density not less
than 16 kg/ cum.

Both the outer faces of the panel shall be finished by applying the layer of 35
mm thick cement mortar 1:3 [1 Cement : 3 Coarse Sand (not having more
than 40% stone chips of sizes upto 6 mm)] with the help of shortcreting /
guniting equipment etc at a pressure not less than 1 bar (100 MN/sqm) and
both surfaces finished with trowel. Fixing operations of wall panels shall be
completed in all respect as per drawings and spoecifications and under the
overall direction of the Engineer-in-charge.

26.67 Providing & Fixing External Therma Insulation and composit system of first
layer of self extinguishing type Expended Polystyrene (EPS) insulation board
of 120 mm thick (max 1 m x 0.5 m section) confirming to IS 4671:1984, having
thermal conductivity of 0.034 W/mK, (measured as per IS 3346 - 1980)
density of 20 24 kg /cum measured as per IS 5688 - 1982, Fire retardant
property self-extinguishing type as per EN 13501-1, bonded with special
polymer modified cementious adhesive confirming to EOTA ETAG 004
(European Technical Approval) formulated to bond polystyrene insulation
boards to typical mineral substrate (according ETAG 004) and polypropylene
mechanical fasteners with plastic pin confirming to EOTA ETAG 014 (European
Technical Approval) having dia 10 mm and length 200 mm on finished level
wall and the junction between two adjacent EPS boards to be sealed with low
expansion moisture cure Polyurethane Foam.

Second layer consists of Fiberglass mesh covered with alkali resistant coating,
mass per unit area more than 145 g / sqm mesh size 3.9 x 4.0 mm +/- 10 mm
embedded in special polymer modified cementious base coat with
hydrophobes and the corners will be protected with corner beads with alkali-
resistant mesh wings atleast 10 cm wide mesh mass per unit area min 145
g/sqm. The surface will be levelled, finished, made smooth complete in all
respect as per manufaturers specifications and as per direction of Engineer-
in-Charge.

26.68 Providing and laying factory made Precast concrete solid blocks of 200 mm
thickness of grade M10 made of C&D waste from approvedmanufacturer in
foundation and plinth in:
26.68.1 Cement mortar 1:6 (1 cement : 6 coarse sand)
26.69 Providing and laying factory made Precast concrete solid blocks of 200 mm
thickness of grade M10 made of C&D waste from approved manufacturer in
superstructure above plinth level up to floor V level
26.69.1 Cement mortar 1:6 (1 cement : 6 coarse sand)

26.70 Providing and laying half block masonry with factory made Precast concrete
solid blocks of 100 mm thickness of grade M10 made of C&D waste from
approved manufacturer in foundation and plinth in:
26.70.1 Cement mortar 1:6 (1 cement : 4 coarse sand)
26.71 Providing and laying half block masonry with factory made Precast concrete
solid blocks of 100 mm thickness of grade M10 made of C&D waste from
approved manufacture in rsuperstructure above plinth level up to floor V
level:

26.71.1 Cement mortar 1:6 (1 cement : 4 coarse sand)

26.72 Providing and laying 60mm thick factory made cement concrete paver block
of approved shape and colour of M -30 grade made of C&D waste by block
making machine with vibratory compaction laid in required pattern and
including over 50mm thick compacted bed of coarse sand, filling the joints
with fine sand etc. all complete as per the direction of Engineer-in-charge.

26.73 Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25
to 30%) of different thickness & modular width 1200 mm in Controlled
Factory Environment with approved methodology confirming to IS
10297:1982 by using long line casting method having arrangement of proper
steel bed. Concreting should be done by batch mixing plant capable of
producing zero slump concrete, transported through automatic shuttels of
standard make & layed on bed with the help of extruder/ Slipformer,
finishing, curing and also provision of steam curing. Cutting, making necessary
cutout/ holes of required sizes for services in slab element after achieving
required strength, yard handling & stacking all complete as per approved
shop drawings & design mix as per the direction of the Engineer-in-charge.
(Cost of strands should be paid separately).

Note: Excess/less cement over the specified cement content used as per
design mix is payable/ recoverable separately)
26.73.1 Concrete Grade-M-40 (cement content 400 kg)
26.73.1.1 100 mm thick hollow core slab

26.73.1.2 120 mm thick hollow core slab

26.73.1.3 150 mm thick hollow core slab
26.73.1.4 200 mm thick hollow core slab
26.73.1.5 250 mm thick hollow core slab
26.73.1.6 300 mm thick hollow core slab
26.73.1.7 350 mm thick hollow core slab

26.73.1.8 400 mm thick hollow core slab

26.73.2 Extra for using M-50 (Cement content 425 kg) instead of M-40

26.73.2.1 100 mm thick hollow core slab

26.73.2.2 120 mm thick hollow core slab
26.73.2.3 150 mm thick hollow core slab

26.73.2.4 200 mm thick hollow core slab

26.73.2.5 250 mm thick hollow core slab

26.73.2.6 300 mm thick hollow core slab

26.73.2.7 350 mm thick hollow core slab

26.73.2.8 400 mm thick hollow core slab

26.73.3 Extra for using M-60 (Cement content 440 kg) instead of M-40
26.73.3.1 100 mm thick hollow core slab
26.73.3.2 120 mm thick hollow core slab

26.73.3.3 150 mm thick hollow core slab

26.73.3.4 200 mm thick hollow core slab

26.73.3.5 250 mm thick hollow core slab

26.73.3.6 300 mm thick hollow core slab

26.73.3.7 350 mm thick hollow core slab

26.73.3.8 400 mm thick hollow core slab

26.74 Fabrication and manufacturing of solid precast concrete element with

provisions of shear keys, connecting loops, dowel tubes and proper lifting
accessories for walls, beams, slabs, stairs, column etc, of various thickness,
shape and size of different concrete grades manufactured in controlled
factory environment with approved methodology including moulds (Pallet
system, Tilts form, table moulds, battery moulds, vertical moulds, beam
moulds, column moulds, staircase moulds, Facade mould, etc.), mixing,
transporting and placing of concrete, vibrating, curing, finishing, making
necessary cutout/holes of required sizes for services, yard handling & stacking
all complete as per IS 11447:1985 and as per approved shop drawings and
design mix as per the direction of Engineer-in-Charge (Cost of reinforcement,
Mechanical, Electrical and Plumbing inserts will be paid separately).

26.74.1 Concrete grade M-35 (Cement content 370 kgs)

26.74.2 Extra for using M-40 (Cement content 400 kg) instead of M-35

26.74.3 Extra for using M-50 (Cement content 425 kg) instead of M-35

26.74.4 Extra for using M-60 (Cement content 440 kg) instead of M-35

26.75 Providing & laying in position Prestressing steel strands (low relaxation) on
hollow core bed by using mechanical pulling arrangement like Rabbit/ Bed
master including all accessories for Stressing & destressing operations as per
approved make conforming to IS1343 & grade FY-1860 etc, complete as per
drawings and direction of Engineer -in-charge.
26.76 Transportation of Precast Elements by flat bed Trailor (Double / Triple axle
40ft Length with proper accessories like A frame etc) from factory, including
the cost of loading , unloading & stacking at site with the help of required
capacity cranes.

26.76.1 Lead within 15km

26.76.2 Add/Deduct over item 26.76.1 for every additional lead of 5 km

26.77 Erection & Installation of Precast/Prestressed Concrete elements in correct &
final position with proper line level and plumb at site making all arrangements
(i.e cranes, push-pull jacks & all another T & P for lifting Placing & Alignment
of elements, within erection tolerance as per IS 15916 as per approved shop
drawings and all complete as per the direction of Engineer-in-Charge but
excluding the cost of sim pads, non shrink grout and steel works i.e hangers.
All work up to fifth floor.

26.77.1 Prestressed hollow core Slab up to 200 mm thickness

26.77.2 Prestressed hollow core slab above 200 mm up to 400 mm thickness

26.77.3 Solid concrete wall elements

26.78 Providing & Applying weather proof sealant on outer joints of approved make
confirming to IS & directed by Engineer-in-charge.

26.78.1 Sealant 25mmx10mm at joints

26.79 Providing & Laying of levelling sim pads required sizes (5x5cm to 10x10cm) of
PVC / Rubber to adjust level of bearing surface of supporting members as per
the direction of Engineer in charge.
26.79.1 2mm thick

26.79.2 5mm thick

26.79.3 10mm thick

26.80 Providing & Grouting of dowel tubes / Shear keys / Joints of precast members
with M-60 grade cementitious grout (Non Shrink) of approved make by
suitable means ( Free flowing /pump),curing etc. Complete as per directions
of Engineer-in-charge. (The payment shall be made on the basis of actual
weight of approved grout injected.)

26.80.1 Stirrer mixed cementitious grout (non shrink) of approved make in dowel
tubes / Shear keys / Joints of precast members.

26.81 Providing and fixing Scaffolding net of required width made of high density
Polyethylene UV stabilized knitted on warp knitting machines having density
100grams/sqm and shading coefficient minimum 75% around the
construction site/ for vertical extension as per requirement including
fastening/tying with uilding/scaffolding pipes or with any other fixtures etc.
complete as per direction of Engineer-in-Charge. (One time payment shall be
made for providing Scaffolding net from start of work till completion of work
including shifting if any. The Scaffolding net shall be the property of the
contractor on completion of the work

26.82 Providing and laying rigid EPS (cellular plastic material) blocks conforming to
ASTM standards/specifications of minimum density 21.60 Kg/cum on floors,
steps, stage etc. of required size and shape as per direction of the Engineer-
in-Charge. This shall include the following operation. “The EPS blocks shall be
cut to required shape and sizes including cuttings for passing of services,
joined together with synthetic resin adhesives as per relevant specifications
and packed/placed in position for stepped floor or platform formation. The
top and sides surfaces to be provided with GI woven wire mesh of aperture
5.45 mm (with wire dia 0.90 mm) secured to EPS blocks with wire pins/clips.
Horizontal top surface to be provided with 20 mm thick cement concrete
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate upto 6mm
chippings) and vertical surface to be provided with 12mm cement plaster 1:4
(1 cement : 4 coarse sand).
 The concrete/plastered surfaces so prepared shall be scratched with wire
brushes to form burrs, so as to act as base for flooring or veneering/panelling
to be done later as per approved design (which shall be paid for separately
complete as per direction of the Engineer-in-Charge.

26.83 Applying stamping finish to the top surface of freshly laid plain / reinforced
cement concrete of specified grade in portico, side walks, drive ways, pool
decks and open yard as per direction of the Engineer-in-Charge.

* The concrete shall be placed and screened to the finished grade and floated
to the uniform surface by using standard finishing techniques. approved color
hardener @ 2.7 kg/sqm shall be applied evenly to the surface of the fresh
concrete by the dry shake method by sprinkling in twoor more shakes floated
after each shake and trowel only after final floating. The approved released
agent @ 0.113 Kg/Sqm shall be applied evenly to the trowelled surface before
stamping or the said release agent can be applied to the flexible polyurethene
stamp moulds of approved design and in required sizes to achieve final
stamping pattern. These stampings shall be placed on the surface of concrete
in three to four pieces at a time and tapped gently with rammers of sufficient
size and weight to leave proper stamp marks and the process repeated for
the remaining concrete surface till the whole surface to be stamped is
completed within the time while the concrete is in plastic stage of setting.

* After stamping, the curing shall be done as per manufacturers

specifications. After initial curing the imprinted joints shall be grouted using
cement slurry mixed with color hardener as per the requirement. The surface
shall be sealed by applying acrylic based sealer not less than 0.167 litre/Sqm
on finished surface.

* The construction joints shall be provided by grove cutting of size 4 mm x 20

mm in panel size 3 m x 3 m or lesser as per the site conditions and filling the
same with 10 mm baker rod and providing & laying (PU) Polyurethane based
joint sealer of approved make as per manufacturer’s specifications and
finished by applying polyurethene resin based topprotective clear coat of
minimum 80 micron applied with rollers on properly cured and dry clean
surface. (The cost of concrete for flooring is not included in the item, which
shall be paid for seperately).

26.84 Supplying and laying of Uni-Axial Woven Polyster Geogrid conforming to

MORTH 3100 and IRC113, as soil reinforcement/basal reinforcement
including accessories like tie-strips, nuts & bolts and loops/lugs for joining
reinforcing elements with the facia pannels, overlaps and other protective
elements for synthetic geo-grids and all other activities required for
reinforced soil walls, slopes etc complete as per design requirements,
manufacturer specifications and as per direction of engineer-in- charge.
26.84.1 Uni Axial Woven polyster geogrid of minimum tensile strength 40KN/m in the
Longitudinal direction and 20 KN/m in the Transverse direction.

26.84.2 Uni Axial Woven polyster geogrid of minimum tensile strength 60KN/m in the
Longitudinal direction and 20 KN/m in the Transverse direction.

26.84.3 Uni Axial Woven polyster geogrid of minimum tensile strength 80 KN/m in the
Longitudinal direction and 30 KN/m in the Transverse direction.

26.84.4 Uni Axial Woven polyster geogrid of minimum tensile strength 100KN/m in
the Longitudinal direction and 30 KN/m in the Transverse direction.

26.84.5 Uni Axial Woven polyster geogrid of minimum tensile strength 120KN/m in
the Longitudinal direction and 30 KN/m in the Transverse direction.

26.84.6 Uni Axial Woven polyster geogrid of minimum tensile strength 150KN/m in
the Longitudinal direction and 30 KN/m in the Transverse direction.
26.84.7 Uni Axial Woven polyster geogrid of minimum tensile strength 200KN/m in
the Longitudinal direction and 30 KN/m in the Transverse direction.
26.84.8 Uni Axial Woven polyster geogrid of minimum tensile strength 250KN/m in
the Longitudinal direction and 30 KN/m in the Transverse direction.
26.84.9 Uni Axial Woven polyster geogrid of minimum tensile strength 300KN/m in
the Longitudinal direction and 30 KN/m in the Transverse direction.
26.85 Supplying and laying of Bi-Axial Woven Polyster Geogrid conforming to
MORTH 3100 and IRC113, as soil reinforcement/basal reinforcement of
granular road base and sub base, area stalilization, track bed stabilization,
load transfer platforms Including accessories like tiestrips, nuts & bolts and
loops/lugs for joining reinforcing elements with the facia pannels, overlaps
and other protective elements for synthetic geo-grids and all other activities
required etc. complete as per design requirements, manufacturer
specifications and as per direction of engineer-in- charge.

26.85.1 Bi Axial Woven polyster geogrid of minimum tensile strength 20KN/m in both
Longitudinal and Transverse direction.
26.85.2 Bi Axial Woven polyster geogrid of minimum tensile strength 40KN/m in both
Longitudinal and Transverse direction.
26.85.3 Bi Axial Woven polyster geogrid of minimum tensile strength 60KN/m in both
Longitudinal and Transverse direction.
26.86 Providing and fixing factory made single extruded WPC (Wood Polymer
Composite) solid door/ window/ Ceosetory windows & other Frames/
Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension
Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat
husk) and non toxic additives (maximum toxicity index of 12 for 100 gms)
fabricated with miter joints after applying PVC solvent cement and screwed
with full body threaded star headed SS screws having minimum frame density
of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge),
minimum compressive strength of 58 N/mm2, modulus of elasticity 900
N/mm2 and resistance to spread of flame of Class A category with property of
being termite/ borer proof, water/ moisture proof and fire retardant and
fixed in position with M.S hold fast/ lugs/ SS dash fasteners of required dia
and length complete as per direction of Engineer-In- Charge.

(M.S hold fast/ lugs or SS dash fasteners shall be paid for separately). Note:
For WPC solid door/ window frames, minus 5mm tolerance in dimensions i.e
depth and width of profile shall be acceptable. Variationin profile dimensions
on plus side shall be acceptable but no extra payment on this account shall be
made.

26.86.1 Frame size 45 x 70 mm

26.86.2 Frame size 45 x 85 mm

26.86.3 Frame size 50 x 100 mm

26.86.4 Frame size 50 x 125 mm

26.86.5 Frame size 65 x 100 mm

26.86.6 Frame size 65 x 125 mm

26.86.7 Frame size 65 x 150 mm

26.87 Providing and fixing factory made single extruded WPC (Wood Polymer
Composite) solid plain flush door shutter of required size comprising of virgin
polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural
fibers (wood powder/ rice husk/ wheat husk) and non toxic additives
(maximum toxicity index of 12 for 100 gms) having minimum density of 650
kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge),
minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2
and resistance to spread of flame of Class A category with property of being
termite/borer proof, water/ moisture proof and fire retardant and fixing with
stainless steel butt hinges of required size with necessary full body threaded
star headed counter sunk S.S screws, all as per direction of Engineer-In-
Charge.

(Note: stainless steel butt hinges and necessary S.S screws shall be paid
separately)

26.87.1 30 mm thick

26.87.2 35 mm thick
26.88 Providing and fixing factory made single extruded WPC (Wood Polymer
Composite) solid decorative type flush door shutter of required size
comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium
carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non
toxic additives (maximum toxicity index of 12 for 100 gms) having minimum
density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900
N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity
850 N/mm2 and resistance to spread of flame of Class A category with
property of being termite/borer proof, water/moisture proof and fire
retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of
approved design pasted with hot melt adhesive on both faces of shutter and
fixing with stainless steel butt hinges of required size with necessary full body
threaded star headed counter sunk S.S screws, all as per direction of
Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S
screws shall be paid separately)

26.88.1 30 mm thick
26.88.2 35 mm thick
26.89 Providing and fixing factory made single extruded WPC (Wood Polymer
Composite) solid board one side white color and other side of board laminted
with PVC foil of minimum 14 micron thickness of approved design pasted with
hot melt adhesive for cup boards, work stations and bathroom/kitchen
cabinet etc. of required sizes comprising of virgin polymer of K value 58-60
(Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice
husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for
100 gms) having minimum density of 650 kg/cum and screw withdrawal
strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50
N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame
of Class A category with property of being termite/borer proof, water/
moisture proof and fire retardant and fixing with stainless steel piano
hinges/soft close clip on concealed hinges of required size with necessary full
body threaded star headed counter sunk S.S screws, all as per direction of
Engineer-In- Charge.

(Note: stainless steel piano hinges/soft close clip on concealed hinges and
necessary S.S screws shall be paid separately)
26.89.1 18 mm thick
26.89.2 25 mm thick
26.90 Providing and fixing factory made single extruded WPC (Wood Polymer
Composite) solid plain white color board for backing of cup boards and
bathroom/kitchen cabinets etc. of required size comprising of virgin polymer
of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers
(wood powder/ rice husk/wheat husk) and non toxic additives (maximum
toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and
screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum
compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and
resistance to spread of flame of Class A category with property of being
termite/borer proof, water/moisture proof and fire retardant and fixing with
stainless steel screws etc. all as per direction of Engineer-In- Charge. (Note:
stainless steel screws shall be paid separately)

26.90.1 6 mm thick
26.90.2 12 mm thick
26.91 Providing and fixing factory made 18 mm thick single extruded WPC (Wood
Polymer Composite) solid plain white colour board Jali, CNC (Computer
numeric control) routed of approved design by Engineer-in -charge which are
machine cut for duct/shaft covering, partitions and facades comprising of
virgin polymer of K value 58-60 (Suspension Grade), calcium corbonate and
natural fibers (wood powder/ rice husk/wheat husk) and non toxic
additives(maximum toxicity index of 12 for 100 gms) having minimum density
of 650 kg/cum and screw withdrawal strength of 1800 N (Face) minimum
compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and
resistance to spread of flame of Class A category with properties of being
termite/borer proof, water/moisture proof and fire retardant and fixing on
M.S (mild steel) frame made of 25 x 25 x 1.5 mm square hollow box section
including applying a priming coat of approved steel primer, placed at grid
made at 1.0 x 1.0 m or as per requirement at site with necessary stainless
steel fasteners and SS screws etc., all complete as per direction of Engineer-
In- Charge.

(Note: M.S (mild steel) framework with priming coat and necessary SS
fasteners and SS screws shall be paid separately.
26.92 Providing and fixing of façade at all heights with extruded hollow Clay /
Terracotta ventilated rainscreen tiles of height 250/ 300/ 400mm and length
of 595 mm of approved texture,design and pattern having Flexural Strength/
Modulus of Rupture of ? 14 N/m² and maximum water absorption of 10%
tested as per ISO 10545-4:2004(E) and ISO 10545-3:1995 respectively in true
level fixed to a supporting aluminium framework(Alloy 6063 T5/T6) consisting
of vertical 'T' (for intermediates)/ 'L'(for ends/ termination)/ Tubular sections
(at corners)of size 80x60x2mm/ 40x60x2mm/ 40x40x2mm respectively,
spaced at maximum spacing of 600mm c/c matching to the tile vertical grid,
and horizontal aluminium 'C'-clamps of size 56x25x2mm thickness of length
150mm at junction of tiles and of length 75mm at wall ends/ corners fixed on
top of the vertical sections at spacing of 250/ 300/ 400mm c/c matching to
the tile horizontal grid with two numbers of self-drilling / self-tapping SS
screws of size 5.5x25 mm with EPDM washers.
 The vertical 'T'/'L/ Tubular' sections shall be fixed to the wall using HDG (hot-
dip-galvanized) steel L-brackets (galvanizing thickness of minimum 80
microns)of size 110x80x6 mm at intermediate vertical aluminium profiles and
of size 220x110x12mm at outer corners and stainless steel grade 304,M10 full
threaded anchor fasteners with nylon sleeve 100mm long (for brick work) and
M8 expansion anchor fasteners 75mm long for concrete surface, spacing of
brackets to be based on a structural/ static calculation. The brackets shall be
of length 175mm at junction of two vertical aluminium profiles and of length
100mm at intermediate points of vertical profiles and shall be fixed to the
vertical aluminium T / L /Tubular profiles using two numbers self-drilling/ self-
tapping SS screws of size 5.5x25mm with EPDM washers. EPDM gaskets to be
fixed in between brackets and vertical profiles. The tiles shall be mounted on
the ‘C’ clamps such that the tiles are supported at top and bottom at both
ends.

The tiles shall be additionally secured to the horizontal ‘C’ clamps using
special SS clips of required size which shall be inserted and pressed into
position on the ‘C’ clamps holding the tiles and the cut-tiles shall be glued at
points to the horizontal ‘C’ clamps by using MS Polymer sealant adhesive. The
vertical joint open groove between two adjacent tiles shall be 5mm. The tiles
and system shall be designed to resist wind load as per IS 875 (Part 3)
according to different zones. The tiles shall be installed using the ventilated
rain screen principle with provision for natural ventilation of the space
between the façade tiles and the structural wall. The work shall be carried out
as per specification, drawing and as per direction of the Engineer-in-Charge.
Note : Scaffolding wherever required to be paid separately.

26.92.1 With 16mm thickness (+/- 10%) terracotta tiles of grey colour

26.92.2 With 16mm thickness (+/- 10%) terracotta tiles of other than grey colour
26.93 Providing and fixing of façade at all heights with extruded hollow Clay /
Terracotta ventilated rainscreen tiles of height 259/ 309/ 409mm and
lengthof 1190 mm of approved texture,design and pattern having Flexural
Strength/ Modulus of Rupture of ? 14 N/m² and maximum water absorption
of 10% tested as per ISO 10545-4:2004(E) and ISO 10545-3:1995 respectively
in true level fixed to a supporting aluminium framework (Alloy 6063 T5/T6)
consisting of vertical 'T' (for intermediates)/ 'L' (for ends/ termination)/
Tubular sections (at corners)of size 80x60x2mm/ 40x60x2mm/ 40x40x2mm
respectively, spaced at maximum spacing of 1200mm c/c matching to the tile
vertical grid, and horizontal aluminium 'C'-clamps of size 56x34x2mm
thickness of length 150mm at junction of tiles and of length 75mm at wall
ends/ corners fixed on top of the vertical sections at spacing of 250/ 300/
400mm c/c matching to the tile horizontal grid with two numbers of self-
drilling / self-tapping SS screws of size 5.5x25 mm with EPDM washers.

The vertical 'T'/'L/ Tubular' sections shall be fixed to the wall using HDG (hot-
dip-galvanized) steel Lbrackets (galvanizing thickness of minimum 80 microns)
of size 110x80x6 mm at intermediate vertical aluminium profiles and of size
220x110x12 mmat outer corners and stainless steel grade 304,M10 full
threaded anchor fasteners with nylon sleeve 100mm long (for brick work) and
M8 expansion anchor fasteners 75mm long for concrete surface, spacing of
brackets to be based on a structural/ static calculation. The brackets shall be
of length 175mm at junction of two vertical aluminium profiles and of length
100mm at intermediate points of vertical profiles and shall be fixed to the
vertical aluminium T / L / Tubular profiles using two numbers self-drilling/
self-tapping SS screws of size 5.5x25 mm with EPDM washers.“EPDM gaskets
to be fixed in between brackets and vertical profiles. The tiles shall be
mounted on the ‘C’ clamps such that the tiles are supported at top and
bottom at both ends. The tiles shall be mounted on the Cclamps with EPDM
profiles in between such that the tiles are supported at top and bottom at
both ends. The vertical joint open groove between two adjacent tiles shall be
10mm.

The tiles and system shall be designed to resist wind load as per IS 875 (Part
3) according to different zones. The tiles shall be installed using the ventilated
rain screen principle with provision for natural ventilation of the space
between the façade tiles and the structural wall. The work shall be carried out
as per specification, drawing and as per direction of the Engineer-in-Charge.
Note: Scaffolding wherever required to be paid separately.

26.93.1 With 24mm thickness (+/- 10%) terracotta tiles of grey colour

26.93.2 With 24mm thickness (+/- 10%) terracotta tiles of other than grey colour
26.94 Designing, shop fabricating, supplying , erecting, stripping and shifting of
customized Modular Tunnel Formwork system for cast-in-situ monolithic RCC
structures, using precision steel cubical formworks are molds with minimum
3mm thick hot rolled plain painted/hot dip galvanized M.S. sheets for panel in
contact area with necessary framing and allied accessories as per CPWD
specifications including transporting, storage, assembly, hoisting and placing
in position for supporting and holding the formwork in place till initial setting
of the concrete then stripping the formwork, propping to support horizontal
surface cleaning and oiling etc. for shifting to the next cycle, inclusive of all
labour, machines and T&P requirements taking all safety measures etc. as per
design and cycle programme all complete as per directions of the Engineer-in-
Charge. Design of Tunnel Formwork system shall be provided by concerned
service provider/ vendor and the rate is inclusive of all the elements and all
operations for all heights.

26.95 Providing and installation of factory made Structural Stay in place form work
system with double faced panels for walls, single faced panels for roofs/floor
slabs, L shaped single faced panels for corners with necessary scafolding,
struts, bracing etc as per CPWD specification and directions of the Engineer in
Charge. Design of walls and other members to be provided by the supplier &
shall be duly vetted by any engineering institute of National repute such as
IITs, NITs etc. and nothing extra shall be payable on this account (Additional
steel reinforcement/dowels, design mix concrete of specified grade, electrical
and plumbing conduits inserts for services and plastering on either side of
walls shall be paid for seperately).

NOTE: This item shall be adopted for building up to G+3 storey only excluding
seismic zone V.

26.95.1 Double Panel of required thickness (110 mmor above) with minimum weight
of panel as 11.05 kg per sqm for walls with corresponding corners and jambs
strips.

26.95.2 Single panel for slabs with minimum weight of panel as 4.05 kg/sqm for walls
with corresponding corners and jambs strips.
26.96 Providing and placing 'Stay in Place PVC Wall formwork' made up of extruded
Unplasticised Poly Vinyl Chloride (uPVC) consisting of Main panel, 3 way
Connector, Starter Channel, Joint Panel, Connection Panels, Door/Window
frame/trim panels etc. all complete as per manufacturer design and for all
heights as per direction of Engineer-in-charge. (Note: Suitable for in fill walls
with appropriate Structural system).

26.96.1 125 mm wide Stay in Place PVC Wallform made of minimum 2.50 mm thick
sections and minimum weight 21.97 kg /sqm of formwork.

26.96.2 125 mm wide Stay in Place PVC Wallform made of minimum 2.50 mm thick
sections and minimum weight 21.97 kg /sqm of formwork.
 Rate (Rs)
Unit Excluding Rate (Rs)
GST

No. 468.66 574.30

Unit Rate (Rs) Rate Excluding GST

0.00

Sqm 129.85 105.97

0.00

Cum 395.30 322.59

 0.00

Cum 197.90 161.50

Cum -5.25 -4.28

Cum -14.25 -11.63

0.00

Cum 177.50 144.85

0.00

Cum 498.90 407.13

Cum 874.40 713.56
Cum 1432.95 1169.37

0.00

Cum 260.30 212.42

0.00

Cum 632.95 516.53

Cum 1049.80 856.70
Cum 1523.05 1242.90

0.00

0.00
Nos 215.60 175.94
Nos 352.15 287.38
Nos 549.75 448.63

0.00

0.00

Nos 403.30 329.12

Nos 998.65 814.96

Nos 1149.10 937.73

0.00

Nos 603.20 492.25

Nos 1493.60 1218.87

Nos 1718.45 1402.36

0.00

Nos 826.80 674.72

Nos 2047.30 1670.72

Nos 2355.75 1922.43

0.00

0.00
m 729.80 595.56
m 867.45 707.89
0.00
m 1091.45 890.69
m 1297.40 1058.76
0.00
m 1496.10 1220.91
m 1778.15 1451.08

0.00

0.00
m 2352.25 1919.58

0.00

Sqm 139.95 114.21

Sqm 155.30 126.73
Sqm 189.65 154.77

0.00

Sqm 151.50 123.63

Sqm 184.00 150.16
Sqm 218.20 178.06

0.00

Sqm 125.80 102.66

Sqm 144.10 117.59
Sqm 163.15 133.14

Sqm 1692.45 1381.14

0.00
Sqm 72.05 58.80
Sqm 81.60 66.59
Sqm 97.25 79.36

0.00

Sqm 66.40 54.19

Sqm 81.65 66.63
Sqm 101.85 83.12

0.00

Sqm 44.85 36.60

Sqm 54.95 44.84
Sqm 71.30 58.19

Sqm 872.55 712.05

Cum 196.00 159.95

Cum 700.50 571.65

0.00

Cum 126.80 103.48

Cum 227.40 185.57

Cum 2123.75 1733.11

0.00

Sqm 34.15 27.87

0.00

Sqm 34.60 28.24

 0.00

No. 82.45 67.28

No. 194.25 158.52
No. 319.30 260.57
No. 461.30 376.45

Sqm 17.60 14.36

Sqm 8.95 7.30

0.00

No. 532.35 434.43

No. 2373.50 1936.92
No. 11020.15 8993.10
No. 22075.20 18014.69
0.00

Ltr 234.75 191.57

0.00

0.00

Nos 38.90 31.74

0.00

Nos 53.45 43.62

 0.00

Sqm 310.05 253.02

0.00

Nos 43.00 35.09

Nos 279.70 228.25

Cum 93.05 75.93

Cum 281.05 229.35

Cum 308.20 251.51

0.00
0.00

Cum 8340.85 6806.63

Cum 8127.80 6632.77

Cum 7878.50 6429.33

Cum 7654.85 6246.82

Cum 7780.30 6349.19

Cum 7294.70 5952.91

Cum 6347.75 5180.15

Cum 5639.85 4602.46

Cum 7178.75 5858.29

Cum 5572.00 4547.09

Cum 6812.00 5559.00

Cum 5205.25 4247.80

Cum 6518.60 5319.57

Cum 4911.85 4008.36

Cum 6189.65 5051.13

Cum 6667.25 5440.88

Cum 5130.65 4186.92

Cum 6311.95 5150.93

Cum 4796.40 3914.15

 0.00

Cum 10357.55 8452.38

Cum 10144.50 8278.52

Cum 9895.20 8075.08

Cum 9671.50 7892.52

Cum 9311.40 7598.66

Cum 8364.45 6825.89

Cum 7656.55 6248.20

Cum 8519.20 6952.18

Cum 6912.45 5640.97

0.00

Sqm 392.15 320.02

Sqm 842.50 687.53

Sqm 961.30 784.48

0.00

Cum 8340.85 6806.63

Cum 8127.80 6632.77

 0.00

Cum 10105.10 8246.37

Cum 9893.45 8073.65

0.00

Cum 8726.85 7121.63

Cum 8514.85 6948.63

0.00

Cum 17889.25 14598.70

Cum 17677.25 14425.70

0.00

Cum 14624.20 11934.23

Cum 14526.20 11854.25

No. 929.80 758.77

No. 900.15 734.58

No. 878.90 717.24

Sqm 410.85 335.28

Sqm 402.50 328.46

Sqm 495.75 404.56

Sqm 484.60 395.46

units 18.15 14.81

Sqm 146.15 119.27

Cum 169.45 138.28

units 1098.80 896.69

Cum 467.55 381.55

Sqm 749.30 611.47

Sqm 702.30 573.12

Sqm 666.90 544.23

units 70.35 57.41

 0.00

0.00

0.00
Cum 8835.15 7210.01
Cum 8986.15 7333.24
Cum 9212.60 7518.03
Cum 9439.05 7702.83
0.00

Cum 9190.80 7500.24

Cum 9341.80 7623.47

Cum 9568.25 7808.27

Cum 9794.70 7993.06

0.00
 0.00

0.00
0.00

Cum 7936.10 6476.33

0.00

Cum 8779.40 7164.52

0.00

Cum 9005.85 7349.31

0.00

Cum 9232.30 7534.11

0.00
0.00

Cum 8291.75 6766.57

0.00

Cum 9135.05 7454.75

0.00

Cum 9361.50 7639.55

Cum 9587.95 7824.34

0.00

0.00
0.00

Cum 9045.75 7381.88

Cum 8874.95 7242.49

Cum 8583.40 7004.57

Cum 8404.05 6858.21

0.00

Cum 10852.95 8856.66

Cum 10682.15 8717.28

Cum 11505.50 9389.18

Cum 11334.70 9249.80

Cum 8821.65 7199.00

Cum 8650.85 7059.61

Cum 12205.85 9960.71

Cum 12035.00 9821.28

Cum 11125.20 9078.83

Cum 10954.40 8939.45

Cum 8424.60 6874.98

Cum 8253.80 6735.60

Cum 11454.35 9347.44

Cum 11283.55 9208.05

 0.00

Sqm 392.15 320.02

Sqm 842.50 687.53

Sqm 927.25 756.69

Sqm 927.25 756.69
Sqm 736.40 600.95
Sqm 961.30 784.48
Sqm 764.95 624.25
Sqm 798.35 651.50
Sqm 2154.35 1758.08
Sqm 608.15 496.29
Sqm 803.25 655.50
Sqm 263.65 215.15
Sqm 1296.70 1058.19

Sqm 392.15 320.02

0.00
Nos 208.55 170.19
Sqm 879.05 717.36
Sqm 856.80 699.20
Sqm 964.85 787.38

Sqm 951.10 776.15

Sqm 1028.40 839.24

Sqm 841.95 687.08

0.00

sets 156.05 127.35

sets 170.25 138.93

sets 184.50 150.56
sets 201.55 164.48
0.00

Sqm 384.30 313.61

Cum 10585.90 8638.73

Cum 10416.75 8500.69

Cum 14325.95 11690.84

Cum 14155.35 11551.62

Cum 18234.95 14880.81

Cum 18064.15 14741.43

Cum 13899.20 11342.58

Cum 13728.40 11203.20

Cum 20355.80 16611.56

Cum 20185.00 16472.17

Cum 12043.35 9828.10

Cum 11872.55 9688.71

 0.00

Sqm 1886.90 1539.82

Sqm 1706.55 1392.65

Sqm 1539.00 1255.92

Cum 16089.40 13129.92

Cum 15918.60 12990.53

Cum 9663.25 7885.79

Cum 9492.45 7746.41

Sqm 485.05 395.83

0.00

Kg 107.10 87.40

Kg 95.80 78.18
Kg 107.85 88.01
Kg 107.85 88.01
Kg 102.20 83.40

Kg 107.85 88.01

0.00

Kg 107.10 87.40

Kg 95.80 78.18

Kg 107.85 88.01

Kg 107.85 88.01
Kg 102.20 83.40
Kg 107.85 88.01
0.00
Kg 99.65 81.32
0.00

Kg 99.65 81.32

Sqm 300.45 245.19

Sqm 150.50 122.82

Kg 811.85 662.52

Cum 74854.65 61085.89

Cum 28212.60 23023.18

units 655.75 535.13

0.00

0.00

m 245.45 200.30

m 330.20 269.46
0.00

m 567.60 463.20

m 753.85 615.19
0.00
m 237.40 193.73

m 319.40 260.65

m 78.40 63.98
 0.00

Cum 1098.80 896.69

Cum 467.55 381.55

0.00

0.00

0.00

Cum 9504.75 7756.45

Cum 9655.70 7879.63
Cum 9806.70 8002.86
Cum 9957.65 8126.04
Cum 10108.65 8249.27

0.00

Cum 9860.40 8046.68

Cum 10011.35 8169.86

Cum 10162.35 8293.09

Cum 10313.30 8416.27

Cum 10464.30 8539.50
0.00

0.00

0.00
Cum 9333.95 7617.06
0.00
Cum 9689.60 7907.30

Qtl 733.50 598.58

Cum 33018.75 26945.28

Cum 32847.95 26805.90

Cum 355.65 290.23

0.00

Sqm 69.05 56.35

0.00

No. 115.10 93.93

No. 160.10 130.65
No. 228.95 186.84

No. 267.55 218.34

No. 318.80 260.16

 0.00

m 859.75 701.61
m 1208.05 985.84

0.00

0.00

m 6392.55 5216.70
m 7812.35 6375.35
m 9903.65 8081.97
0.00
m 5305.65 4329.73
m 5981.40 4881.18

m 6889.05 5621.88
0.00

0.00

m 5985.70 4884.69

m 6699.85 5467.48
m 7927.60 6469.40
0.00
m 814.85 664.97

m 757.10 617.84
m 727.30 593.52
0.00

0.00

Cum 8509.95 6944.63

Cum 9500.30 7752.82

Cum 664.85 542.56
 0.00

0.00

0.00

0.00

Cum 20460.45 16696.96

0.00

0.00

Cum 7370.65 6014.89

Cum 7132.25 5820.34
0.00

Cum 6504.90 5308.39

Cum 6295.15 5137.22

0.00

Cum 9299.90 7589.28

Cum 8942.35 7297.49
0.00

Cum 9344.35 7625.55

Cum 9105.95 7431.00
Cum 169.45 138.28

Sqm 234.20 191.12

m 300.75 245.43

Sqm 865.65 706.42

Cum 15077.95 12304.51

Cum 19066.10 15559.08

Sqm 608.15 496.29

0.00

Sqm 931.75 760.36

Sqm 905.05 738.58

0.00

Sqm 1150.50 938.88

Sqm 1123.80 917.09

Sqm 15.00 12.24

Sqm 104.80 85.52

0.00

Cum 11212.50 9150.07

Cum 10831.05 8838.79

Cum 11328.50 9244.74

Cum 12883.05 10513.34

Cum 18975.15 15484.86

Cum 23019.75 18785.50

Sqm 885.45 722.58

Sqm 711.50 580.63

Cum 467.55 381.55

0.00

Cum 7361.35 6007.30

Cum 9439.75 7703.40

0.00

Cum 6339.20 5173.17

Cum 8312.90 6783.83

0.00

Cum 6997.40 5710.30

Cum 8971.10 7320.96

0.00

Cum 7581.15 6186.67

Cum 9481.70 7737.64
 0.00

Cum 7370.30 6014.61

Cum 9344.00 7625.27

0.00

Cum 7032.05 5738.58

Cum 9005.75 7349.23

0.00

Cum 9333.45 7616.66

Cum 9095.05 7422.11

0.00

Cum 8962.35 7313.82

Cum 8752.55 7142.61

0.00

Cum 9793.75 7992.29

Cum 9583.95 7821.08

0.00

Cum 7197.75 5873.80

Cum 13427.30 10957.48
Cum 10195.45 8320.10

Sqm 1023.60 835.32

Sqm 181.15 147.83

m 59.45 48.51

0.00

Sqm 1132.50 924.19

Sqm 1105.80 902.40

Cum 8333.65 6800.76

0.00

0.00

Cum 7311.25 5966.42

0.00

Cum 9275.45 7569.32

 0.00

Cum 956.00 780.15

Cum 2530.60 2065.12

Cum 1046.20 853.76

0.00

Cum 8812.05 7191.16

0.00

Cum 8198.55 6690.51

0.00

Cum 10741.60 8765.79

Cum 10128.10 8265.14

0.00
Cum 1060.50 865.43
Cum 2874.20 2345.52
Cum 1133.65 925.13

0.00

0.00
Cum 68294.00 55732.01
Cum 82518.00 67339.64
0.00
Cum 91295.00 74502.20

Cum 105519.00 86109.84

0.00

0.00
Cum 75263.00 61419.13
Cum 89487.00 73026.77
0.00

Cum 98265.00 80190.14

Cum 112488.00 91796.96

0.00

0.00

Cum 114277.00 93256.90

Cum 128500.00 104863.72

0.00

Cum 169953.00 138691.86

Cum 184177.00 150299.49

0.00

0.00

Cum 64926.00 52983.52

Cum 79150.00 64591.15

0.00

Cum 84560.00 69006.04

Cum 98784.00 80613.68

Cum 169.45 138.28

0.00

Cum 2896.00 2363.31

Cum 2014.00 1643.54
Sqm 608.15 496.29

0.00

Cum 94463.00 77087.48

Cum 108686.00 88694.30

0.00

Cum 3779.00 3083.89

Cum 10706.00 8736.74

units 303.50 247.67

Cum 2896.00 2363.31

No. 54.55 44.52

0.00

0.00

Sqm 2854.35 2329.32

0.00

Sqm 2932.60 2393.18

0.00

Sqm 1833.25 1496.04

Sqm 1901.55 1551.78
Sqm 2159.90 1762.61
No. 6788.85 5540.11

0.00

Cum 93741.10 76498.37

Cum 107965.10 88106.01

0.00

Sqm 14931.55 12185.04

Sqm 14994.15 12236.13
units 1098.80 896.69

Cum 467.55 381.55

0.00

0.00
Sqm 3094.55 2525.34

Sqm 2766.45 2257.59

0.00
 0.00

0.00
Sqm 5742.55 4686.27

Sqm 5938.00 4845.76

0.00

0.00

Sqm 3414.80 2786.68

Sqm 3078.40 2512.16

0.00
Sqm 5413.50 4417.74
Sqm 5136.30 4191.53
0.00
Sqm 4170.70 3403.54
Sqm 3848.70 3140.77

0.00

m 298.60 243.68
m 510.95 416.97
m 568.55 463.97

No. 978.70 798.68

Sqm 506.70 413.50

0.00

Kg 723.45 590.38
Kg 714.40 582.99
0.00

0.00
No. 36.75 29.99
No. 40.00 32.64
No. 61.70 50.35

0.00

0.00
Sqm 3190.30 2603.48

Sqm 3617.55 2952.14

0.00

Sqm 3500.45 2856.58

Sqm 4051.85 3306.55

 0.00

Sqm 10414.80 8499.10

0.00

0.00
Sqm 6282.40 5126.82
Sqm 6035.85 4925.62
Sqm 5789.90 4724.91

Sqm 5542.60 4523.09

Sqm 5295.90 4321.77
0.00

Sqm 8502.25 6938.35

Sqm 8255.75 6737.19

Sqm 8009.75 6536.44
Sqm 7762.50 6334.67

Sqm 7515.80 6133.34

0.00

Sqm 7278.20 5939.45

Sqm 6889.45 5622.20
Sqm 6501.55 5305.66

Sqm 6110.75 4986.74

Sqm 5722.60 4669.99

0.00

Sqm 9498.10 7751.02

Sqm 9109.30 7433.74
Sqm 8721.45 7117.23
Sqm 8330.65 6798.31
Sqm 7942.50 6481.56
0.00
Sqm 3256.65 2657.62
Sqm 3119.20 2545.45
Kg 714.40 582.99

No. 43.90 35.83

Sqm 3135.00 2558.35

0.00

0.00
Sqm 2651.35 2163.66
Sqm 165.85 135.34
 0.00

Sqm 2902.65 2368.74

Sqm 3040.10 2480.90

No. 437.00 356.62

No. 40.85 33.34

0.00

No. 22.35 18.24

No. 24.05 19.63

No. 28.30 23.09

No. 29.75 24.28

0.00

Sqm 6646.70 5424.11

Sqm 4437.80 3621.51
Sqm 3601.30 2938.88

Sqm 2423.25 1977.52

0.00

Sqm 1430.20 1167.13

Sqm 1492.80 1218.21

Sqm 1979.50 1615.39

0.00

Cum 187277.65 152829.81

0.00

Sqm 1946.25 1588.26

Sqm 1825.05 1489.35
 0.00

Sqm 1976.45 1612.90

Sqm 2463.10 2010.04

Sqm 1267.95 1034.72

Sqm 5015.05 4092.58

0.00

0.00

0.00
 0.00

0.00
0.00

Cum 142949.70 116655.54

Cum 116520.30 95087.56

Cum 83378.05 68041.50

Cum 131981.10 107704.50

0.00

Cum 104754.35 85485.84

Cum 71337.85 58215.97
0.00

Cum 14294.95 11665.54

Cum 11652.05 9508.77

Cum 8338.10 6804.39

0.00

0.00

Sqm 4111.95 3355.60

Sqm 3747.30 3058.02
0.00

Sqm 2869.10 2341.36

Sqm 2676.85 2184.47
0.00
Sqm 3638.35 2969.11

Sqm 3338.65 2724.54

0.00

Sqm 3069.05 2504.53

Sqm 3212.70 2621.76

Sqm 3450.30 2815.65

0.00

Sqm 3323.20 2711.93

Sqm 2327.10 1899.05

0.00
Sqm 2724.25 2223.15

Sqm 2698.40 2202.06

0.00
Sqm 2907.05 2372.33

0.00
Sqm 1693.00 1381.59

Sqm 2012.05 1641.95

Sqm 2081.05 1698.26

Sqm 2053.45 1675.74

0.00

Sqm 2253.45 1838.95

 0.00

Sqm 2241.80 1829.44

Sqm 2600.45 2122.12

Sqm 1800.45 1469.28

0.00

0.00
Sqm 4940.20 4031.50

Sqm 4523.40 3691.37

0.00

Sqm 3524.85 2876.49

Sqm 3305.20 2697.24

0.00

Sqm 4401.55 3591.93

Sqm 4059.05 3312.43

0.00

Sqm 3066.20 2502.20

0.00

Sqm 295.90 241.47

Sqm 176.40 143.95

Sqm -73.95 -60.35

Sqm 193.55 157.95

0.00

0.00
Sqm -253.30 -206.71
0.00

Sqm -59.80 -48.80

0.00
0.00
Sqm 4402.85 3592.99

Sqm 4542.90 3707.28

0.00

Sqm 4193.25 3421.94

Sqm 4241.15 3461.03

0.00

Sqm 802.95 655.26

Sqm 1020.95 833.16

 0.00

Sqm 1245.75 1016.61

Sqm 1715.20 1399.71
0.00

Sqm 3473.85 2834.87

Sqm 3167.95 2585.24

Sqm 2819.25 2300.68

0.00

Sqm 2392.65 1952.55

Sqm 2172.10 1772.56

Sqm 2093.70 1708.58

0.00

Sqm 478.00 390.08

Sqm 462.35 377.31

0.00

Sqm 199.15 162.52

Sqm 206.30 168.35

0.00

Sqm 405.45 330.87

Sqm 106.70 87.07

0.00

0.00
Sqm 4852.30 3959.77

Sqm 3599.20 2937.16

Sqm 4375.00 3570.26

Sqm 5045.85 4117.72

Sqm 3792.75 3095.11

Sqm 4568.50 3728.17

0.00
Sqm 4326.80 3530.93

Sqm 3254.25 2655.66

Sqm 3918.15 3197.45

Sqm 4520.30 3688.84

Sqm 3447.80 2813.61

Sqm 4111.70 3355.39

0.00

Sqm 3066.20 2502.20

Sqm 2803.00 2287.42

 0.00

0.00

m 221.10 180.43

m 271.75 221.76
0.00

m 185.95 151.75

m 213.20 173.98
0.00

Sqm 2945.10 2403.38

m 600.55 490.08

m 725.85 592.34

0.00

m 38.70 31.58

m 125.20 102.17

m 73.70 60.14
0.00

m 285.10 232.66
m 393.25 320.92
m 525.55 428.88
0.00

m 175.00 142.81
m 186.40 152.11
0.00

Kg 219.10 178.80

Kg 238.35 194.51
Sqm 1421.95 1160.40

Sqm 1641.15 1339.28

0.00

Sqm 1308.35 1067.69

Sqm 939.20 766.44
Sqm -155.10 -126.57

No. 228.85 186.76

0.00

Cum 103140.10 84168.52

Cum 69178.05 56453.44
0.00

No. 53.00 43.25

No. 45.00 36.72
No. 39.30 32.07

No. 18.85 15.38

 0.00

No. 71.25 58.14

No. 62.05 50.64

No. 48.15 39.29

No. 27.50 22.44

0.00

No. 55.75 45.50

No. 48.20 39.33

No. 40.50 33.05

No. 20.00 16.32

0.00

No. 91.70 74.83

No. 86.00 70.18

No. 75.35 61.49
No. 66.65 54.39
0.00

No. 291.35 237.76

No. 262.90 214.54

No. 232.70 189.90
0.00

No. 326.90 266.77

No. 291.35 237.76

No. 261.15 213.11

0.00

m 336.45 274.56
m 337.90 275.75
m 357.80 291.99

0.00

No. 216.55 176.72

No. 193.70 158.07
0.00

No. 83.90 68.47

No. 69.40 56.63

No. 59.45 48.51
No. 44.30 36.15
No. 122.15 99.68

0.00

No. 98.35 80.26

No. 79.85 65.16
0.00

No. 39.95 32.60

No. 32.55 26.56
No. 29.70 24.24
0.00

No. 33.10 27.01

No. 29.70 24.24
No. 25.30 20.65

0.00

No. 67.40 55.00

No. 61.05 49.82
No. 53.95 44.03
No. 100.60 82.10

0.00

No. 118.20 96.46

No. 107.10 87.40
No. 80.05 65.33

No. 43.75 35.70

0.00
No. 129.85 105.97
No. 106.35 86.79

No. 89.30 72.87

0.00

No. 268.65 219.23

No. 185.15 151.09

No. 206.40 168.43

No. 148.25 120.98
No. 173.40 141.50
No. 101.85 83.12

No. 40.90 33.38

0.00

No. 463.15 377.96

No. 414.60 338.34
No. 381.75 311.53
No. 339.20 276.81

0.00

No. 441.60 360.37

No. 358.40 292.48
No. 287.25 234.41
No. 197.50 161.17
0.00

No. 322.20 262.93

No. 308.00 251.35
No. 854.65 697.45

No. 726.60 592.95

No. 1183.30 965.64

0.00

No. 311.20 253.96

No. 356.75 291.13
No. 362.40 295.74
No. 386.60 315.49
No. 74.25 60.59

0.00

No. 256.65 209.44

No. 234.70 191.53
No. 184.95 150.93
No. 121.65 99.27

No. 1124.85 917.95

No. 983.15 802.31

No. 89.00 72.63

0.00

No. 218.15 178.02

No. 175.80 143.46

No. 167.25 136.49

0.00

No. 139.10 113.51

No. 126.00 102.82
No. 111.05 90.62

No. 998.35 814.71

No. 952.80 777.54

0.00

No. 319.75 260.94

No. 333.95 272.52

No. 372.40 303.90

No. 409.35 334.05

No. 151.05 123.27

0.00

No. 231.05 188.55

No. 206.25 168.31
No. 176.40 143.95
No. 155.45 126.86

0.00

No. 215.20 175.62

No. 191.00 155.87
No. 166.80 136.12

0.00

No. 150.10 122.49

No. 126.65 103.35

No. 115.40 94.17
No. 104.75 85.48
No. 96.90 79.08
No. 87.90 71.73

No. 81.50 66.51

0.00
No. 76.50 62.43

0.00

No. 303.25 247.47

No. 260.60 212.67

0.00

No. 130.10 106.17

No. 115.15 93.97
No. 99.70 81.36

No. 82.55 67.37

No. 64.70 52.80
No. 100.80 82.26

No. 239.40 195.36

0.00

No. 66.25 54.06

No. 59.55 48.60
No. 51.75 42.23
0.00

No. 39.60 32.32

No. 72.35 59.04
No. 71.50 58.35

No. 868.95 709.12

m 160.35 130.86
 0.00

Sqm 2131.10 1739.11

Sqm 1818.15 1483.72

Sqm 2225.00 1815.73

Sqm 2062.85 1683.41

Sqm 2034.40 1660.19

0.00
No. 42.95 35.05
No. 41.55 33.91
0.00

No. 75.90 61.94

No. 89.10 72.71

0.00
No. 69.75 56.92

No. 106.15 86.62

No. 40.05 32.68

Sqm 689.40 562.59

0.00

m 354.35 289.17

m 102.15 83.36

No. 850.05 693.69

0.00

No. 52.50 42.84

No. 39.70 32.40
sets 414.20 338.01

No. 20.40 16.65

 0.00

m 270.20 220.50

m 331.35 270.40
0.00
Sqm 2969.25 2423.09

Sqm 3253.80 2655.30

Sqm 3068.85 2504.37

m 492.70 402.07

0.00

Sqm 3182.95 2597.48

Sqm 3663.80 2989.88

m 570.95 465.93

0.00
Sqm 3720.75 3036.36

Sqm 4488.95 3663.25

m 696.00 567.98

m 135.80 110.82
 0.00

Sqm 3754.20 3063.65

Sqm 4138.35 3377.14

m 4678.95 3818.30
 0.00

Sqm 2486.25 2028.93

Sqm 2777.70 2266.77

0.00

Sqm 1045.95 853.56

Sqm 897.30 732.25

Sqm 5207.45 4249.59

Sqm 2307.35 1882.94

0.00

Sqm 1927.50 1572.96

Sqm 1809.40 1476.58

0.00
Sqm 1801.60 1470.21

Kg 596.15 486.49

0.00

0.00

Sqm 1790.95 1461.52

0.00

Sqm 1443.45 1177.94

Sqm 1427.80 1165.17

 0.00

Sqm 1308.85 1068.10

0.00

0.00
Sqm 5024.15 4100.01

Sqm 3771.00 3077.36

Sqm 4546.80 3710.46

Sqm 5217.65 4257.92

Sqm 3964.55 3235.31

Sqm 4740.30 3868.37

0.00
Sqm 4498.60 3671.13

Sqm 3426.05 2795.86

Sqm 4090.00 3337.69

Sqm 4692.10 3829.04

Sqm 3619.60 2953.81

Sqm 4283.50 3495.59

0.00

Sqm 1597.15 1303.37

Sqm 1228.00 1002.12

m 1709.25 1394.85

Sqm 7533.20 6147.54

Sqm 40405.55 32973.36

No. 8366.15 6827.28

0.00
Sqm 1224.65 999.39
m 573.45 467.97

0.00

Sqm 3997.45 3262.16

Sqm 4713.05 3846.13

m 623.00 508.41
Sqm 4076.05 3326.30

m 763.85 623.35

Sqm 4362.00 3559.65

0.00

0.00

0.00

0.00

0.00

0.00
 0.00

Sqm 8298.85 6772.36

Sqm 8799.25 7180.72

Sqm 9628.60 7857.52

0.00

Sqm 7860.35 6414.52

Sqm 8579.55 7001.43

0.00
Sqm 9873.05 8057.00

Sqm 9968.70 8135.06

0.00

Sqm 10993.55 8971.40

Sqm 10874.20 8874.00

Sqm 12372.25 10096.50

0.00

Sqm 8748.35 7139.18

Sqm 8543.60 6972.09

Sqm 9888.35 8069.49

0.00

Sqm 8106.30 6615.23

Sqm 7732.85 6310.47

0.00

Sqm 7345.35 5994.25

Sqm 7196.70 5872.94

0.00
Sqm 10078.95 8225.03

Sqm 9894.80 8074.75

0.00

Sqm 8287.05 6762.73

Sqm 7943.95 6482.74

0.00

Sqm 8247.25 6730.25

Sqm 8054.75 6573.16

Sqm 7080.05 5777.75

Sqm 6032.85 4923.17

0.00

Sqm 9155.20 7471.19

Sqm 8765.40 7153.09

Sqm 7827.75 6387.91

Sqm 6528.80 5327.89

0.00

Sqm 13201.20 10772.97

Sqm 12254.90 10000.73

Sqm 11919.85 9727.31

0.00

Sqm 14449.25 11791.46

Sqm 13387.15 10924.72

Sqm 14587.05 11903.91

0.00

Sqm 13078.70 10673.00

Sqm 12472.95 10178.68

Sqm 13477.10 10998.12

0.00

Sqm 11715.95 9560.92

Sqm 11466.80 9357.60

Sqm 12496.30 10197.73

0.00

Sqm 9870.15 8054.64

Sqm 9308.00 7595.89

Sqm 10212.60 8334.09

0.00

Sqm 10474.05 8547.45

Sqm 10051.20 8202.38

Sqm 10200.75 8324.42

0.00

Sqm 22785.35 18594.21

0.00

Sqm 20576.30 16791.50

0.00

Sqm 19047.60 15543.99

0.00
Sqm 12496.05 10197.53

Sqm 12454.40 10163.54

0.00

Sqm 11903.75 9714.17

Sqm 11818.95 9644.97

0.00

Sqm 19994.40 16316.63

0.00

No. 381.30 311.16

No. 422.55 344.83

No. 459.55 375.02

No. 624.60 509.71

No. 610.35 498.08

No. 231.05 188.55

No. 204.00 166.48

No. 115.80 94.50

No. 185.50 151.38

No. 198.30 161.82

Kg 166.80 136.12

Sqm 1956.90 1596.95

0.00

Sqm 1031.50 841.77

Sqm 1248.00 1018.44

0.00

Sqm 1415.70 1155.30

Sqm 1874.70 1529.87

 0.00

Sqm 1212.75 989.68

Sqm 1436.55 1172.31

Sqm 1912.25 1560.51

Sqm 2135.25 1742.49

0.00

Sqm 2076.65 1694.67

Sqm 2552.40 2082.91

m 2202.90 1797.70

Sqm 12017.90 9807.33

m 2202.90 1797.70

0.00

No. 119.20 97.27

No. 90.45 73.81

No. 58.75 47.94

0.00

Sqm 1362.30 1111.72

Sqm 1010.60 824.71

Sqm 2829.25 2308.84

Sqm 2593.15 2116.17

0.00

No. 186.65 152.32

No. 272.00 221.97

sets 885.10 722.29

Kg 533.25 435.16

m 43.80 35.74

0.00

Kg 117.35 95.76

Kg 133.70 109.11
Sqm 11439.60 9335.40

Sqm 6566.20 5358.41

0.00

Sqm 5804.35 4736.70

Sqm 5563.75 4540.35

0.00

Sqm 3653.20 2981.23

Sqm 3307.05 2698.75

Sqm 3191.35 2604.33

No. 492.35 401.79

0.00

Sqm 1281.35 1045.66

Sqm 1181.80 964.42
Sqm 768.25 626.94

0.00

Kg 82.45 67.28

Kg 40.80 33.30

0.00

Kg 131.05 106.94

Kg 128.25 104.66

m 49.60 40.48
 0.00

Kg 141.70 115.64

Kg 136.00 110.98

0.00

0.00

m 583.30 476.01

m 570.40 465.48

0.00

m 611.75 499.22

m 598.85 488.70

0.00
m 640.20 522.44
m 627.30 511.91
 0.00

Kg 195.20 159.29

Kg 181.25 147.91

0.00

Kg 194.40 158.64

Kg 206.35 168.39

Kg 194.40 158.64

No. 226.00 184.43

No. 220.65 180.06

Kg 97.20 79.32

Kg 159.35 130.04
Kg 278.30 227.11
cm 3.70 3.02

0.00

Kg 123.60 100.87

Kg 172.60 140.85

0.00

Kg 196.80 160.60
Kg 205.75 167.90
Kg 203.05 165.70
0.00

No. 131.10 106.99

No. 137.65 112.33
No. 170.95 139.51
No. 182.20 148.69
No. 224.50 183.21
Kg 772.40 630.32

0.00
Sqm 844.70 689.33

Sqm 1133.55 925.04

0.00

Sqm 1064.65 868.82

Sqm 1390.15 1134.45
Kg 130.50 106.50

0.00
0.00

Sqm 1006.95 821.73

Sqm 965.55 787.95
Sqm 792.05 646.36

0.00

Sqm 614.20 501.22

Sqm 978.45 798.47

Sqm 1056.15 861.88

0.00

Sqm 662.05 540.27

Cum 8595.15 7014.16

Sqm 83.85 68.43

0.00

Sqm 1065.75 869.72

Sqm 1092.50 891.55
Sqm 1075.10 877.35
Sqm 1067.50 871.14
Sqm 1061.70 866.41
Sqm 1034.25 844.01
0.00

Sqm 1072.10 874.90

Sqm 1110.30 906.07
Sqm 1085.45 885.79
Sqm 1071.05 874.04

Sqm 1066.35 870.21

Sqm 1027.10 838.18

0.00

Sqm 1110.75 906.44

Sqm 1164.25 950.10
Sqm 1129.45 921.70

Sqm 1109.85 905.70

Sqm 1102.70 899.87

Sqm 1048.25 855.43

0.00

0.00

Sqm 1864.30 1521.38

Sqm 1891.05 1543.21

Sqm 1873.65 1529.01
Sqm 1863.60 1520.81
Sqm 1860.25 1518.08
Sqm 1832.80 1495.67
0.00

m 91.75 74.87
Sqm 97.65 79.69

0.00
Sqm 1714.80 1399.38

0.00

Sqm 1549.45 1264.44

Sqm 1507.10 1229.88

Sqm 1450.00 1183.29

Sqm 1386.80 1131.71

Sqm 124.05 101.23

0.00

Sqm 2422.80 1977.15

Sqm 2370.95 1934.84

Sqm 2308.75 1884.08

Sqm 2229.15 1819.12
0.00

Sqm 1533.80 1251.67

Sqm 1483.60 1210.71
Sqm 1442.15 1176.88
Sqm 1379.00 1125.35
0.00

Sqm 1402.00 1144.12

Sqm 1328.35 1084.01

Sqm 1119.50 913.58

Sqm 1056.35 862.05

0.00

0.00

Sqm 1738.15 1418.43

0.00

Sqm 1884.90 1538.19

0.00

0.00
Sqm 1475.35 1203.97
0.00

Sqm 3737.45 3049.98

Sqm 2346.80 1915.13

Sqm 3164.80 2582.67

Sqm 3001.20 2449.16

Sqm 2428.60 1981.88
Sqm 2510.40 2048.64
m 719.90 587.48
Sqm 851.80 695.12

0.00

Sqm 1948.25 1589.89

Sqm 2354.70 1921.58

0.00

Sqm 1280.10 1044.64

Sqm 1342.65 1095.68
0.00

Sqm 1526.05 1245.35

Sqm 1588.65 1296.43

0.00

Sqm 1647.00 1344.05

Sqm 1709.60 1395.14

m 191.40 156.19

Sqm 44.15 36.03

0.00

Sqm 4508.95 3679.57

Sqm 3029.75 2472.46
Sqm 12020.45 9809.41

Kg 177.80 145.10

Sqm 1096.55 894.85

Sqm 1112.70 908.03

Sqm 1315.30 1073.36

Sqm 1330.00 1085.36

Sqm 1439.40 1174.64

 0.00

Sqm 1524.30 1243.92

Sqm 1553.45 1267.71

Sqm 1885.50 1538.68

Sqm 2089.65 1705.28

0.00

0.00
Sqm 1453.65 1186.27
Sqm 1534.85 1252.53
Sqm 1577.15 1287.05
Sqm 1870.25 1526.24
Sqm 1801.70 1470.30

0.00
Sqm 1502.75 1226.33
Sqm 1798.80 1467.93
Sqm 1728.80 1410.80
Sqm 2056.90 1678.55
Sqm 2541.00 2073.61
 0.00

Sqm 1464.85 1195.41

Sqm 1797.30 1466.70
Sqm 1724.40 1407.21
Sqm 2056.90 1678.55
Sqm 2838.50 2316.39
Sqm -850.10 -693.73

Sqm 753.25 614.70

Sqm 954.15 778.64

Sqm 1708.10 1393.91

0.00

Sqm 1593.90 1300.72

Sqm 1623.05 1324.51
Sqm 1958.45 1598.21
Sqm 2162.60 1764.81
m 216.20 176.43

0.00

Sqm 1864.75 1521.75

Sqm 1893.90 1545.54

Sqm 2229.25 1819.20

Sqm 2433.40 1985.80

0.00

Sqm 373.35 304.68

Sqm 309.05 252.20
Sqm 244.75 199.73
Sqm 174.50 142.40
0.00

Sqm 1696.20 1384.20

Sqm 1725.35 1407.99
Sqm 2060.75 1681.70
Sqm 2264.90 1848.29
 0.00

Sqm 3623.95 2957.36

Sqm -13.30 -10.85

0.00

Sqm 6603.35 5388.73

0.00

Sqm 6927.35 5653.13

Sqm 3891.15 3175.41

0.00
 0.00

0.00

0.00

0.00

Sqm 5623.95 4589.48

Sqm 5977.35 4877.88
 0.00

Sqm 3186.70 2600.54

0.00

Sqm 4481.30 3657.01

Sqm 3071.05 2506.16

0.00
0.00

Sqm 1457.15 1189.12

Sqm 1257.55 1026.24
Sqm 1087.65 887.59
0.00

m 116.15 94.79
m 92.95 75.85

m 92.95 75.85
0.00
m 671.45 547.94

m 536.30 437.65
m 536.30 437.65
0.00

m 1083.30 884.04
m 980.50 800.15
0.00

m 1863.90 1521.05
0.00

m 857.55 699.81
0.00

m 1029.65 840.26

m 944.05 770.40
Sqm 536.40 437.73

m 92.95 75.85

m 256.70 209.48

m 195.60 159.62
 0.00

m 522.95 426.76

m 522.95 426.76

m 585.70 477.97

m 521.85 425.86

0.00

m 428.50 349.68
m 345.05 281.58
m 567.20 462.87
m 627.30 511.91

m 724.65 591.36
pairs 303.70 247.84
No. 1013.85 827.36
m 560.05 457.03
m 92.40 75.40
 0.00

Sqm 166.20 135.63

0.00

Sqm 1050.20 857.03

0.00

Sqm 1074.50 876.86

Sqm 24.20 19.75

0.00

Sqm 607.40 495.67

Sqm 709.75 579.20

0.00

m 305.15 249.02
No. 298.25 243.39

0.00
 0.00

Sqm 1138.20 928.84

0.00

Sqm 1106.90 903.30

0.00

0.00
Sqm 924.35 754.33
0.00
Sqm 966.60 788.80

0.00

Sqm 1121.55 915.25

0.00

Sqm 1070.60 873.67

0.00

Sqm 921.95 752.37

Sqm 890.65 726.82

0.00
m 726.30 592.70
 0.00
m 487.00 397.42

0.00
m 492.25 401.71
0.00
m 511.50 417.41
0.00

m 470.10 383.63
m 485.70 396.36

Sqm 453.10 369.76

0.00

Sqm 1718.95 1402.77

Sqm 2067.45 1687.16

Sqm 607.45 495.72
units 265.70 216.83

Sqm 703.05 573.73

Sqm 297.25 242.57

0.00

Sqm 321.75 262.57

Sqm 353.05 288.11

0.00

Nos 164.20 134.00

 0.00

Nos 362.85 296.11

Nos 395.60 322.83

0.00
Nos 580.50 473.72
Nos 798.00 651.22
0.00

0.00
Nos 511.90 417.74
0.00

0.00

m 248.80 203.04
m 377.40 307.98
0.00

0.00

Nos 91.70 74.83

Nos 136.15 111.11
0.00
Nos 93.10 75.98

Nos 127.60 104.13

0.00
Nos 164.20 134.00

Nos 234.15 191.08

 0.00

Nos 144.30 117.76

Nos 221.35 180.63

0.00
Nos 105.90 86.42
Nos 150.35 122.69

0.00

Nos 93.10 75.98

Nos 131.85 107.60

0.00

Nos 369.85 301.82

Nos 371.30 303.00
Nos 54.70 44.64

0.00
 0.00

Sqm 1355.80 1106.41

Sqm 1520.10 1240.49

Sqm 1529.10 1247.84

Sqm 1744.15 1423.33

No. 84.55 69.00

0.00

Sqm 1401.35 1143.59

Sqm 1245.65 1016.53

Sqm 433.45 353.72

Sqm 96.90 79.08

Sqm 738.65 602.78

0.00

m 532.35 434.43
m 485.60 396.28

m 546.10 445.65

m 451.50 368.45
m 496.75 405.38

m 1313.70 1072.06
0.00
 0.00

Sqm 1902.95 1552.92

Sqm 2068.75 1688.22

Sqm 2215.15 1807.70

Sqm 1528.00 1246.94

0.00
Sqm 2221.70 1813.04

Sqm 2354.65 1921.54

Sqm 1703.95 1390.53

Sqm 1570.00 1281.21

Sqm 358.50 292.56

0.00
 0.00

Sqm 1789.45 1460.30

0.00

0.00

Sqm 1572.30 1283.09

Sqm 667.05 544.35

Sqm 316.05 257.92

Sqm 322.50 263.18

Sqm 357.60 291.82

0.00

Sqm 1034.10 843.89

Sqm 1252.75 1022.32

Sqm 1572.80 1283.50

Sqm 1313.70 1072.06

Sqm 1616.45 1319.12

Sqm 2026.40 1653.66

Sqm 1012.15 825.98

Sqm 1256.95 1025.75

Sqm 1596.45 1302.80

0.00

Sqm 1176.70 960.26

Sqm 1430.20 1167.13

Sqm 1797.75 1467.07

Sqm 1484.00 1211.03

Sqm 1865.60 1522.44

Sqm 2335.45 1905.87

Sqm 1221.15 996.53

Sqm 1533.00 1251.02

 0.00

m 1066.20 870.08
m 977.15 797.41

m 1055.90 861.68
m 813.25 663.66

m 914.70 746.45
m 1808.65 1475.97
0.00
0.00
Sqm 347.05 283.21
Sqm 333.35 272.03

0.00
Sqm 399.45 325.98
Sqm 383.00 312.55

0.00
Sqm 471.35 384.65
Sqm 450.00 367.23
0.00

Sqm 357.35 291.62

Sqm 343.65 280.44
0.00
Sqm 411.75 336.01
Sqm 395.35 322.63
0.00
Sqm 487.40 397.75
Sqm 466.05 380.32
0.00
Sqm 439.25 358.45
Sqm 425.55 347.27
0.00

Sqm 494.30 403.38

Sqm 477.90 390.00
0.00

Sqm 449.55 366.86

Sqm 587.20 479.19
Sqm 506.60 413.42

Sqm 518.55 423.17

Sqm 537.45 438.59

Sqm 378.70 309.04

Sqm 437.20 356.78

Sqm 520.55 424.80

0.00

Sqm 300.45 245.19

Sqm 396.65 323.69

Sqm 79.95 65.24

 0.00

Sqm 886.60 723.52

Sqm 829.95 677.29

units 22.10 18.03

Sqm 87.10 71.08

0.00

Sqm 47.65 38.89

Sqm 72.30 59.00

0.00

Sqm 713.20 582.01

Sqm 1175.75 959.48
0.00
Sqm 177.60 144.93
Sqm 192.30 156.93
Sqm 117.65 96.01
Sqm 262.70 214.38

Sqm 113.90 92.95

0.00

units 7.50 6.12

units 8.20 6.69

units 9.35 7.63

units 16.10 13.14

0.00

units 9.05 7.39

units 10.00 8.16

units 11.40 9.30

units 21.40 17.46

units 21.45 17.50

0.00

Sqm 257.35 210.01

Sqm 419.90 342.66

0.00

Sqm 350.20 285.78

 0.00

Sqm 385.40 314.51

Sqm 701.05 572.10

Sqm 716.95 585.07

0.00

Sqm 214.20 174.80

Sqm 8.65 7.06

 0.00

Sqm 39.05 31.87

Sqm 15.75 12.85

0.00

Sqm 53.30 43.50

Sqm 52.75 43.05

0.00

Sqm 116.90 95.40

0.00

Sqm 223.60 182.47

0.00

Sqm 160.60 131.06

0.00

Sqm 171.10 139.63

0.00

Sqm 193.70 158.07

Sqm 176.25 143.83

Sqm 170.70 139.30

0.00

Sqm 74.65 60.92

Sqm 67.40 55.00

Sqm 36.10 29.46

0.00

Sqm 101.70 82.99

Sqm 161.70 131.96
0.00

Sqm 241.75 197.28

Sqm 235.15 191.90
0.00

Sqm 180.85 147.58

0.00
Sqm 63.35 51.70
Sqm 63.05 51.45

0.00

m 76.35 62.31
m 113.80 92.87
0.00

m 82.00 66.92
m 122.15 99.68
0.00
Sqm 54.40 44.39
Sqm 334.50 272.97

Sqm 66.90 54.59

0.00

Sqm 155.90 127.22

0.00

Sqm 226.25 184.63

0.00

Sqm 146.80 119.80

0.00

Sqm 163.35 133.30

0.00

Sqm 140.25 114.45

0.00
Sqm 233.80 190.79

Sqm 236.90 193.32

0.00

Sqm 446.25 364.17

0.00

Sqm 197.65 161.29

Sqm 96.10 78.42

units 6.15 5.02

Sqm 1162.25 948.47

0.00

m 75.15 61.33
m 75.80 61.86

Sqm 165.85 135.34

Sqm 133.55 108.98

m 100.60 82.10

Sqm 76.05 62.06

Sqm 468.90 382.65

units 78.35 63.94

Sqm 156.05 127.35

0.00

Sqm 62.70 51.17

0.00

Sqm 92.00 75.08

Sqm 137.45 112.17
0.00

Sqm 95.45 77.89

Sqm 142.80 116.53

0.00

Sqm 70.35 57.41

Sqm 73.95 60.35

Sqm 269.15 219.64

0.00
Sqm 22.85 18.65
Sqm 13.90 11.34
Sqm 19.75 16.12

0.00

Sqm 93.30 76.14

0.00

m 57.25 46.72

0.00
m 26.85 21.91
m 35.50 28.97
m 51.20 41.78
0.00

m 58.90 48.07
m 81.45 66.47
m 121.35 99.03
0.00

m 28.20 23.01
m 36.25 29.58
m 52.25 42.64

0.00

Sqm 41.20 33.62

0.00

Sqm 102.80 83.89

0.00

Sqm 96.00 78.34

0.00

Sqm 107.25 87.52

0.00

Sqm 93.70 76.46

0.00

Sqm 224.80 183.45

0.00

Sqm 99.80 81.44

units 3.85 3.14
Sqm 95.80 78.18

0.00
No. 80.10 65.37

No. 78.65 64.18

0.00

Sqm 112.90 92.13

Sqm 75.80 61.86

0.00

Sqm 169.20 138.08

Sqm 109.10 89.03

0.00

Sqm 120.75 98.54

Sqm 80.65 65.82

0.00

Sqm 131.30 107.15

Sqm 88.55 72.26

0.00

Sqm 94.60 77.20

Sqm 95.05 77.57

Sqm 1192.30 972.99

Sqm 99.70 81.36

Sqm 3049.85 2488.86

0.00
 0.00

0.00

0.00

0.00

0.00

Sqm 547.40 446.71

Sqm 560.50 457.40
0.00

No. 1782.55 1454.67

No. 1125.15 918.19

No. 851.00 694.47
No. 217.10 177.17
 0.00

Sqm 1264.35 1031.79

0.00

Sqm 1090.65 890.04

Sqm 1416.15 1155.66

0.00

Sqm 1580.90 1290.11

Sqm 1906.40 1555.74

0.00
Sqm 1227.30 1001.55

Sqm 1552.75 1267.14

0.00

m 77.70 63.41
m 70.75 57.74
m 56.15 45.82

Sqm 729.85 595.60

Sqm 679.60 554.59

No. 563.90 460.18

Sqm 696.05 568.02

 0.00

Sqm 1365.85 1114.62

0.00

Cum 99120.65 80888.40

0.00

0.00
Cum 104573.95 85338.62

Cum 70271.70 57345.93

0.00

Cum 107320.00 87579.57

Cum 72987.25 59561.98

Sqm 72.45 59.12

0.00

Sqm 137.70 112.37

Sqm 139.05 113.47

Kg 5.40 4.41
m 126.00 102.82

m 298.85 243.88

0.00

wheel 123.70 100.95

wheel 304.55 248.53

kLtr 231.05 188.55

Cum 6207.25 5065.49

0.00
0.00
Sqm 5127.00 4183.94

Sqm 4484.85 3659.91

0.00
Sqm 5054.05 4124.41

Sqm 4362.45 3560.02

0.00

Sqm 4602.65 3756.04

0.00

m 343.50 280.32
m 421.75 344.17
Kg 120.75 98.54
 0.00

Cum 97978.30 79956.18

Cum 64022.85 52246.49

0.00

No. 765.05 624.33

No. 546.00 445.57

No. 485.65 396.32

0.00

No. 851.85 695.16

No. 726.65 592.99
No. 704.75 575.12
0.00

No. 285.05 232.62

No. 245.35 200.22
No. 188.45 153.79
No. 271.45 221.52

0.00
No. 101.85 83.12
No. 97.70 79.73
No. 87.75 71.61
No. 70.55 57.57
No. 61.85 50.47

No. 47.30 38.60

No. 74.80 61.04

No. 191.45 156.23

No. 543.95 443.90

0.00

No. 171.05 139.59

No. 148.75 121.39

No. 181.00 147.71

No. 102.60 83.73

No. 47.60 38.84
No. 278.60 227.35

Sqm 338.25 276.03

Kg 557.20 454.71

No. 68.35 55.78

Sqm 670.95 547.54

Ltr 0.50 0.41

No. 108.30 88.38

m 340.75 278.07

0.00

0.00

0.00

0.00

0.00

Sqm 422.70 344.95

No. 433.75 353.97

0.00

No. 3501.70 2857.60

No. 4478.75 3654.93
No. 288.10 235.11

No. 134.10 109.43

Sqm 3.45 2.82

0.00

m 3.25 2.65
No. 429.10 350.17

0.00

Sqm 730.55 596.17

0.00

Sqm 532.05 434.18

0.00
Sqm 855.70 698.30

0.00

0.00

Sqm 498.35 406.68

0.00

0.00

Sqm 537.45 438.59

0.00
 0.00

Sqm 560.95 457.77

Sqm 88.90 72.55

job 1308.40 1067.73

job 1416.50 1155.95

0.00

Cum 851.50 694.88

0.00

Cum 2434.25 1986.49

Cum 1503.60 1227.03
Cum 3551.25 2898.03

Cum 3177.25 2592.83

Sqm 1147.20 936.18

Kg 9.05 7.39

0.00
Cum 704.90 575.24
Cum 1783.35 1455.32
Cum 851.50 694.88
Cum 2060.20 1681.25
0.00

Units 4658.45 3801.57

Units 5355.30 4370.25
Units 6700.80 5468.26

0.00

Cum 1158.10 945.08

Cum 2458.95 2006.65

0.00

Cum 1464.25 1194.92

Cum 2877.75 2348.42

0.00

Cum 478.55 390.53

Cum 689.20 562.43
0.00

No. 367.20 299.66

No. 502.75 410.27
0.00

No. 143.50 117.10

No. 188.90 154.15

 0.00

Cum 4459.10 3638.89

m 17.85 14.57

0.00

units 589.55 481.11

unit 1.65 1.35

0.00

ubits 857.00 699.36

unit 3.40 2.77

0.00

Kg 3.40 2.77
Kg 2.30 1.88
Kg 5.65 4.61

Kg 3.85 3.14

unit 0.85 0.69

unit 0.85 0.69

Kg 4.65 3.79

0.00

Sqm 73.40 59.90

Sqm 113.35 92.50

Cum 1317.65 1075.28

Sqm 266.45 217.44

Sqm 105.35 85.97

Cum 914.30 746.12

0.00

Sqm 164.95 134.61

Sqm 77.30 63.08

Cum 2664.65 2174.51

Sqm 253.90 207.20

Sqm 209.90 171.29

Sqm 57.70 47.09

m 20.95 17.10

0.00

No. 230.90 188.43

No. 243.30 198.55
No. 13.45 10.98

Kg 36.80 30.03

Sqm 64.85 52.92

Sqm 75.80 61.86

0.00

Sqm 61.00 49.78

Sqm 77.75 63.45
Sqm 90.35 73.73
0.00

Sqm 289.30 236.09

Sqm 433.55 353.80

Sqm 56.35 45.98

0.00
m 75.70 61.78
m 78.00 63.65

m 80.25 65.49
0.00

Sqm 217.45 177.45

Sqm 428.50 349.68
0.00

m 149.80 122.25

m 161.40 131.71

0.00

m 332.40 271.26

m 456.65 372.65

m 614.30 501.31

0.00

m 695.25 567.37

m 1752.45 1430.10
 0.00

m 332.15 271.05
m 403.05 328.91

No. 697.40 569.12

No. 406.75 331.93

No. 4623.70 3773.22

No. 958.75 782.40

No. 112.05 91.44

0.00

No. 319.50 260.73

No. 1184.15 966.34

No. 726.35 592.75

0.00

No. 1104.05 900.97

No. 1693.35 1381.88

No. 2396.95 1956.06

Sqm 54.65 44.60

Sqm 56.35 45.98

Cum 2818.90 2300.39

Cum 420.80 343.40

Cum 263.95 215.40

 0.00

Sqm 218.90 178.64

Cum 24.85 20.28

0.00

Cum 2098.40 1712.42

Cum 1636.05 1335.12

Cum 1842.30 1503.43

Cum 798.10 651.30

Cum 872.05 711.65

Cum 2034.35 1660.15

Cum 2247.75 1834.30

Cum 1564.90 1277.05

Cum 775.50 632.85
Cum 768.25 626.94
Cum 1046.95 854.37

0.00

Cum 879.70 717.89

Cum 879.70 717.89
0.00

Sqm 24.45 19.95

0.00

m 194.30 158.56

0.00

m 53.45 43.62

Sqm 33.30 27.17

Sqm 191.25 156.07

Sqm 883.15 720.70

0.00

Sqm 644.05 525.58

0.00

Cum 5032.25 4106.62

Cum 3078.05 2511.87
Sqm 284.20 231.92

0.00
Cum 32891.20 26841.19

Kg 78.95 64.43

sets 274.30 223.85

0.00

m 14.00 11.42
0.00

m 22.10 18.03
Kg 125.75 102.62

Sqm 66.15 53.98

units 10.55 8.61
No. 252.90 206.38

No. 852.40 695.61

0.00

No. 2876.70 2347.56

No. 5170.25 4219.23
No. 1924.50 1570.51
Sqm 225.35 183.90

Sqm 311.85 254.49

Sqm 175.10 142.89

0.00

Sqm 198.45 161.95

0.00

Sqm 125.30 102.25

 0.00

Sqm 60.50 49.37

Sqm 48.20 39.33
0.00

0.00
Sqm 13.45 10.98
Sqm 9.20 7.51
0.00
Sqm 21.20 17.30
Sqm 14.05 11.47
0.00

Sqm 234.05 191.00

Sqm 245.15 200.06

Sqm 233.15 190.26
0.00

Sqm 281.00 229.31

Sqm 294.95 240.70

Sqm 279.90 228.42
Sqm 208.90 170.47

Sqm 252.15 205.77

 0.00

Sqm 505.65 412.64

Sqm 744.15 607.27

0.00

Sqm 854.15 697.04

Sqm 1365.50 1114.33
0.00

Sqm 353.65 288.60

Sqm 377.05 307.70

Sqm 351.80 287.09
0.00

Sqm 531.60 433.82

Sqm 568.60 464.01

Sqm 528.65 431.41
Sqm 88.55 72.26

Sqm 130.85 106.78

Cum 7993.80 6523.42

0.00

0.00

Cum 10529.35 8592.58

Cum 11098.45 9057.00

Ltr 55.50 45.29

units 5.30 4.33

0.00
units 8.65 7.06
0.00

Sqm 188.20 153.58

Sqm 120.80 98.58
0.00

Sqm 288.90 235.76

Sqm 189.85 154.93
No. 3050.40 2489.31

No. 206.30 168.35

0.00

Sqm 1514.40 1235.84

Sqm 13719.05 11195.57
m 375.80 306.68

0.00

Sqm 11129.55 9082.38

Sqm 11032.20 9002.94

0.00

Sqm 8505.65 6941.12

Sqm 8413.00 6865.51

0.00
Sqm 277.70 226.62

Sqm 275.30 224.66

0.00

Sqm 12126.20 9895.71

Sqm 12708.75 10371.10

Sqm 11204.10 9143.22

Sqm 10660.30 8699.45

Sqm 12026.80 9814.59

Sqm 12609.30 10289.95

Sqm 11104.65 9062.06

Sqm 10560.85 8618.29

0.00

0.00

0.00

No. 7183.35 5862.05

No. 5559.75 4537.09

0.00
 0.00

Sqm 5879.90 4798.35

No. 8154.35 6654.44

Sqm 747.80 610.25

Sqm 558.30 455.61

Sqm 199.35 162.68

No. 904.20 737.88

0.00
No. 27.50 22.44
Sqm 1600.55 1306.14

Sqm 972.00 793.21

Sqm 10117.60 8256.57

0.00

Sqm 1017.80 830.59

Sqm 1067.10 870.82

Sqm 1149.25 937.86

Sqm 995.85 812.67

Sqm 659.05 537.82

0.00

Sqm 76.30 62.27

Sqm 175.00 142.81
Sqm 172.35 140.65
Sqm 9823.80 8016.81

Sqm -203.80 -166.31

Sqm 7.00 5.71

0.00

Sqm 2784.00 2271.91

Sqm 2924.85 2386.85

Sqm 2808.55 2291.95

Sqm 2914.30 2378.24

Sqm 4148.65 3385.55

 0.00

0.00

0.00

Sqm 3439.50 2806.84

m 39.35 32.11

Sqm 131.75 107.52

Sqm 402.95 328.83

m 109.45 89.32

0.00

Sqm 4746.20 3873.18

0.00

Sqm 4950.90 4040.23

Sqm 5272.05 4302.31

Sqm 2159.85 1762.57

Sqm 1455.65 1187.90

Sqm 2017.60 1646.48

0.00

Sqm 1045.65 853.31

Sqm 1091.50 890.73

Sqm 2189.15 1786.48

Sqm 3081.95 2515.06

Sqm 4178.00 3409.50

Sqm 4569.25 3728.78

Sqm 4882.20 3984.17

0.00

0.00

No. 6767.40 5522.60

No. 11390.95 9295.70

0.00

No. 6515.55 5317.08

No. 6383.25 5209.12

0.00
No. 8006.60 6533.87

No. 7874.30 6425.90

0.00

No. 6258.75 5107.52

No. 9612.40 7844.30

No. 13417.30 10949.32

No. 18579.95 15162.36

0.00

No. 12071.75 9851.27

No. 18008.75 14696.22
No. 22058.25 18000.86

No. 25969.45 21192.63

0.00

No. 9256.45 7553.82

No. 13476.35 10997.51

No. 17702.20 14446.06

No. 21203.20 17303.08

0.00

No. 2648.85 2161.62

No. 2226.35 1816.84

No. 2301.75 1878.37

No. 1879.20 1533.54

No. 2226.35 1816.84

No. 1756.85 1433.70

No. 1513.60 1235.19

No. 3600.60 2938.31

No. 2940.50 2399.62

No. 3438.40 2805.94

No. 4149.75 3386.45

No. 1550.60 1265.38

No. 1683.35 1373.71

0.00

No. 3892.75 3176.72

 0.00

0.00

No. 6945.60 5668.03

No. 7514.65 6132.41
No. 7159.00 5842.17
No. 6917.20 5644.85
0.00
No. 4940.80 4031.99
No. 3873.80 3161.25
No. 3407.20 2780.48
0.00

No. 5020.85 4097.32

No. 6585.80 5374.41
0.00

No. 1579.65 1289.09

0.00

No. 1959.80 1599.31

No. 3169.05 2586.14

0.00
No. 426.80 348.29

No. 2784.95 2272.69

No. 170.70 139.30

No. 349.15 284.93

0.00
pairs 244.85 199.81

pairs 256.25 209.12

0.00

No. 1190.65 971.64

No. 1136.60 927.53

0.00

No. 2243.75 1831.03

No. 2912.40 2376.69

0.00

No. 684.85 558.88

No. 552.55 450.91

No. 590.95 482.25

No. 142.85 116.57

No. 1034.80 844.46

No. 1648.95 1345.64

No. 4048.65 3303.94

0.00
No. 1339.70 1093.28

No. 992.60 810.02

No. 1339.70 1093.28

No. 870.25 710.18

No. 627.00 511.67

No. 1816.30 1482.21

0.00

No. 2199.80 1795.17

0.00

No. 2512.75 2050.55

No. 4077.65 3327.61

0.00

0.00
No. 103.90 84.79

No. 116.70 95.23

0.00

No. 119.55 97.56

No. 119.55 97.56
No. 53.25 43.46

No. 55.65 45.41

No. 1607.95 1312.18

0.00

No. 1479.05 1206.99

No. 1361.80 1111.31
No. 1377.10 1123.80
No. 2093.00 1708.01

No. 1083.50 884.20

0.00
No. 803.70 655.87
No. 546.35 445.85

0.00

0.00
m 1151.90 940.02
m 1180.75 963.56

m 1169.30 954.22
 0.00

m 1044.75 852.58

m 1186.00 967.85

m 964.25 786.89

0.00

No. 168.20 137.26

No. 198.15 161.70

0.00

No. 362.85 296.11

No. 360.00 293.78
0.00

0.00

No. 598.50 488.41

No. 705.20 575.49
No. 567.20 462.87

0.00

No. 501.45 409.21

No. 522.80 426.64

No. 418.95 341.89

0.00
0.00

No. 470.45 383.92

No. 570.05 465.20

No. 368.00 300.31

0.00
No. 376.25 307.04

No. 390.50 318.67

No. 252.50 206.06
 0.00

0.00
No. 584.25 476.78
No. 548.70 447.77

0.00

No. 490.05 399.91

No. 504.30 411.54

0.00

0.00

No. 1138.65 929.21

No. 1103.10 900.20

 0.00

No. 842.90 687.86

No. 885.60 722.70

0.00

0.00

No. 939.90 767.01

No. 1075.05 877.31

No. 760.70 620.78

0.00

No. 625.20 510.20

No. 803.05 655.34

No. 418.95 341.89

0.00
 0.00

No. 726.55 592.91

No. 925.70 755.43

0.00

No. 629.50 513.71

No. 665.05 542.72

0.00
0.00

No. 626.95 511.63

No. 811.90 662.56

No. 581.45 474.50

 0.00

No. 504.30 411.54

No. 561.20 457.97

No. 337.85 275.71

0.00

0.00

No. 1153.30 941.16

No. 1601.45 1306.88

0.00
 0.00

No. 954.15 778.64

No. 1402.30 1144.36

No. 607.05 495.39

0.00

0.00
No. 911.45 743.80

No. 1146.20 935.37

0.00
0.00
No. 811.90 662.56
No. 1032.40 842.50

No. 551.55 450.10

0.00

0.00

No. 883.00 720.58

No. 989.70 807.65
No. 1106.35 902.85
 0.00

No. 660.80 539.25

No. 803.05 655.34

0.00

0.00

No. 698.05 569.65

No. 747.85 610.29

No. 645.45 526.73

0.00
No. 575.45 469.60

No. 575.45 469.60

No. 401.90 327.97

0.00

0.00
No. 1011.05 825.08
No. 1274.25 1039.86

0.00

0.00

No. 804.80 656.77

No. 996.85 813.49

No. 658.25 537.17

0.00

0.00

No. 376.25 307.04

No. 603.90 492.82

0.00

No. 527.35 430.35

No. 648.30 529.05
0.00

No. 619.90 505.88

No. 769.25 627.75
 0.00

0.00
No. 547.00 446.38
No. 454.50 370.90

0.00
0.00
No. 418.95 341.89

0.00
No. 585.55 477.84
No. 734.95 599.76
0.00

0.00

No. 632.65 516.28

No. 465.90 380.20
0.00

0.00
No. 783.45 639.34

No. 683.85 558.06

0.00
No. 501.45 409.21
No. 537.00 438.22
0.00

0.00
No. 442.00 360.70
No. 506.00 412.93
No. 427.80 349.11

0.00

No. 340.70 278.03

No. 404.75 330.30

0.00

0.00

No. 463.35 378.12

No. 513.15 418.76
0.00

No. 305.15 249.02

No. 362.05 295.45

0.00

0.00

No. 432.05 352.58

0.00

No. 389.05 317.49

0.00

No. 622.50 508.00

No. 526.25 429.45
No. 423.15 345.32
0.00

No. 139.70 114.00

No. 90.30 73.69
No. 81.85 66.79
0.00
 0.00
No. 1996.50 1629.26
No. 1683.55 1373.88

No. 854.55 697.36

0.00
No. 1975.15 1611.84
No. 1558.35 1271.71
No. 591.40 482.62

0.00

m 713.20 582.01

m 513.25 418.84

m 336.00 274.20

No. 1020.60 832.87

No. 673.70 549.78

No. 292.55 238.74

0.00

m 82.80 67.57
m 62.95 51.37
0.00

m 39.50 32.23
m 29.55 24.11
No. 804.30 656.36
 0.00

No. 11847.65 9668.39

0.00

No. 115.30 94.09

No. 122.40 99.89

0.00

No. 367.10 299.58

No. 375.65 306.55

No. 168.35 137.38

No. 231.95 189.29

0.00

No. 673.40 549.53

No. 708.95 578.55

No. 713.20 582.01

No. 107.20 87.48

0.00
No. 175.40 143.14
 0.00

No. 304.05 248.12

No. 378.10 308.55

No. 451.90 368.78

No. 14999.15 12240.21

No. 18088.45 14761.26

No. 7979.20 6511.51

No. 18212.90 14862.82

0.00
0.00

m 286.75 234.01
m 331.20 270.28
m 401.55 327.69

m 529.85 432.39

m 684.45 558.55

m 939.70 766.85
0.00

m 522.70 426.55
m 557.55 454.99
m 627.25 511.87

m 754.20 615.47
0.00

m 263.20 214.79
m 289.10 235.92
m 340.85 278.15
m 435.20 355.15
m 544.55 444.39
m 799.80 652.68
0.00

m 272.00 221.97
m 318.35 259.79
m 362.90 296.15
m 545.75 445.36

m 580.10 473.40
0.00

m 477.85 389.95

m 515.20 420.43
m 561.45 458.18
0.00

m 224.95 183.57
m 265.05 216.30
m 316.25 258.08
m 415.10 338.75
m 450.95 368.00
m 597.75 487.80
m 696.75 568.59
m 975.30 795.90
m 1301.35 1061.98
m 2746.85 2241.59
0.00
No. 315.50 257.47
No. 334.00 272.56

No. 403.70 329.44

No. 543.10 443.20
No. 782.10 638.24
No. 913.00 745.06

No. 1684.05 1374.29

 0.00

m 286.80 234.05
m 335.00 273.38
m 401.55 327.69
m 518.75 423.33
m 702.95 573.65

m 934.15 762.32

0.00

m 497.80 406.23
m 537.60 438.71
m 627.25 511.87
m 739.30 603.31
0.00

m 244.70 199.69
m 274.30 223.85
m 355.40 290.03
m 438.60 357.92
m 563.05 459.48
m 794.25 648.16
m 1674.40 1366.41
m 2166.35 1767.87
m 3271.70 2669.90
m 6822.70 5567.73

0.00

m 366.40 299.00
m 437.30 356.86
m 551.70 450.22
m 667.00 544.31
m 811.90 662.56
m 1048.35 855.52
0.00

m 580.45 473.68
m 635.20 518.36
0.00

m 322.15 262.89
m 368.60 300.80
m 467.75 381.71
m 540.30 440.92
m 617.05 503.55

m 762.15 621.96
m 896.60 731.68
m 1041.70 850.09
0.00

No. 911.90 744.17

No. 1785.35 1456.95
No. 812.30 662.89

0.00

No. 353.25 288.27

No. 379.20 309.45

0.00
No. 353.25 288.27
No. 379.20 309.45
0.00

No. 622.40 507.92

No. 539.95 440.63
No. 689.60 562.76
No. 826.10 674.15
No. 1026.65 837.81
No. 1742.15 1421.70

No. 2604.55 2125.47

0.00

No. 406.85 332.01

No. 462.50 377.43
No. 464.05 378.69

0.00

0.00
No. 591.40 482.62
No. 624.10 509.30
0.00
No. 791.90 646.24
No. 850.25 693.86
0.00
No. 952.60 777.38
No. 1134.70 925.98
0.00
No. 1371.20 1118.98
No. 1445.15 1179.33
0.00
No. 2448.05 1997.76
No. 2291.55 1870.04
0.00

No. 3664.75 2990.66

No. 3855.40 3146.24
0.00

No. 329.30 268.73

No. 380.00 310.10
No. 486.80 397.26
0.00
0.00
No. 85.00 69.37
No. 93.55 76.34
0.00
No. 97.75 79.77

No. 119.05 97.15

0.00
No. 193.95 158.27
No. 222.35 181.45
Qtl 361.65 295.13

Qtl 661.85 540.11

0.00

Qtl 6352.40 5183.94

Qtl 6352.40 5183.94
 0.00

Qtl 8913.15 7273.67

Qtl 8486.35 6925.37
0.00

m 1423.10 1161.34
m 1729.35 1411.25
m 2037.00 1662.31
m 3406.85 2780.19
m 4639.80 3786.36
m 6128.65 5001.35
m 7343.80 5992.98
m 9701.00 7916.60
m 11714.85 9560.02
m 13728.75 11203.48
m 18636.45 15208.46
0.00

No. 496.40 405.09

No. 737.50 601.84
No. 744.85 607.84
No. 990.20 808.06
No. 1237.80 1010.12
No. 1488.80 1214.95
No. 1513.60 1235.19
No. 1993.75 1627.02
No. 2238.45 1826.71
No. 2366.45 1931.17
No. 3211.40 2620.70
Qtl 29875.40 24380.12
0.00

No. 215.10 175.53

No. 332.00 270.93
No. 351.90 287.17

No. 387.40 316.14

No. 428.65 349.80
No. 596.65 486.90
No. 599.50 489.23

No. 762.90 622.57

No. 1066.80 870.57
No. 1305.60 1065.45
No. 1437.80 1173.33

No. 1704.10 1390.65

 0.00

0.00
No. 4791.20 3909.91
No. 4985.85 4068.75
0.00

No. 5160.80 4211.52

No. 5943.00 4849.84
0.00

No. 6966.55 5685.12

No. 7312.40 5967.36
0.00
No. 13554.70 11061.45

No. 14622.95 11933.21

0.00

No. 19566.55 15967.48

No. 24623.50 20094.25

0.00
No. 27059.30 22082.01

No. 30203.00 24647.46

0.00

No. 1992.60 1626.08

 0.00

No. 10862.40 8864.37

0.00

No. 18896.70 15420.84

0.00

No. 26163.40 21350.91

0.00

No. 10354.95 8450.26

 0.00

No. 9698.55 7914.60

0.00

m 19.40 15.83

m 23.25 18.97

m 30.25 24.69

m 36.35 29.66

m 42.65 34.80
m 51.00 41.62

0.00

m 9.50 7.75
m 11.30 9.22
m 14.40 11.75
m 17.25 14.08

m 20.00 16.32

m 23.85 19.46
m 37.85 30.89

m 44.00 35.91
0.00

m 12.05 9.83

m 14.45 11.79
m 18.35 14.97
m 22.20 18.12
m 25.25 20.61
m 30.50 24.89
m 37.85 30.89
m 44.00 35.91

0.00

m 154.45 126.04
m 156.55 127.75
m 160.70 131.14
m 164.90 134.57

m 167.00 136.28
m 173.25 141.38
m 273.45 223.15
m 281.80 229.97
m 298.50 243.59
m 444.60 362.82
 0.00

m 747.90 610.33
m 884.85 722.09
m 1025.95 837.24
m 960.30 783.66

m 546.00 445.57

No. 1321.65 1078.55

0.00

No. 318.35 259.79

No. 346.80 283.01
No. 439.25 358.45

No. 489.05 399.09

No. 631.30 515.18
No. 823.80 672.27
No. 1136.80 927.70
0.00
0.00
0.00
No. 1207.95 985.76
0.00

No. 829.45 676.88

No. 857.85 700.06
No. 950.35 775.54
No. 1000.15 816.18
No. 1142.40 932.27
No. 1520.80 1241.06
No. 1833.75 1496.45
No. 1904.90 1554.51
Ltr 11.00 8.98

Ltr 11.00 8.98

0.00

No. 506.80 413.58

0.00

No. 820.70 669.74

0.00

No. 798.95 651.99

0.00

No. 670.45 547.13

0.00

No. 574.30 468.66

No. 74.80 61.04

0.00

No. 125.60 102.50

No. 161.20 131.55
No. 176.85 144.32
No. 196.75 160.56
0.00
No. 118.50 96.70
No. 129.90 106.01
No. 218.10 177.98

0.00
No. 208.45 170.11
No. 224.10 182.88
 0.00
No. 112.80 92.05
No. 95.75 78.14
0.00
0.00
No. 37.60 30.68
No. 51.85 42.31

0.00
No. 196.95 160.72

0.00

No. 5748.80 4691.37

No. 6993.60 5707.20
No. 8893.00 7257.22
0.00

No. 3627.65 2960.38

No. 5468.35 4462.50
No. 8408.80 6862.09
No. 9043.30 7379.88
0.00

No. 4623.50 3773.05

No. 7460.00 6087.81
No. 9433.10 7697.98

No. 12927.10 10549.29

0.00

No. 182.10 148.60

No. 257.60 210.22
No. 523.80 427.45
No. 737.20 601.60
No. 1375.95 1122.86
No. 156.90 128.04

No. 121.40 99.07

No. 111.45 90.95

0.00
Qtl 8628.60 7041.46
Qtl 10157.95 8289.50
0.00

Qtl 13764.35 11232.54

Qtl 14532.55 11859.43

0.00

Qtl 20009.70 16329.12

Qtl 26696.10 21785.62
0.00

Qtl 30394.95 24804.10

Qtl 39073.05 31885.96

0.00

Qtl 21290.10 17374.00

Qtl 28403.25 23178.76
0.00

joint 119.45 97.48

joint 192.85 157.38

joint 280.85 229.19

joint 340.35 277.75
joint 435.45 355.35

joint 495.00 403.95

joint 696.80 568.63
joint 820.35 669.45
joint 871.45 711.16
joint 1207.90 985.72
joint 1572.70 1283.42
joint 1693.65 1382.12
joint 1844.40 1505.14
joint 2314.65 1888.89
joint 2604.40 2125.35
0.00

m 2089.35 1705.04
m 3218.50 2626.49
m 4995.85 4076.91
m 6227.00 5081.61
m 8094.30 6605.43
m 10093.90 8237.23

m 13136.65 10720.30
m 16769.30 13684.76
m 21619.65 17642.93
m 27459.40 22408.52
0.00

m 1257.80 1026.44

m 1789.60 1460.42
m 2328.15 1899.91
m 2880.70 2350.82

m 3518.25 2871.10
m 4186.50 3416.44
m 5084.55 4149.30
m 6163.35 5029.66
m 6787.40 5538.93
m 8965.95 7316.75
m 11566.35 9438.84
m 14609.05 11921.86
m 18734.20 15288.23
m 19895.80 16236.17
m 1344.60 1097.27
m 1837.75 1499.71
m 2478.14 2022.31
m 3516.80 2869.92
m 4344.40 3545.29

m 5409.85 4414.76
m 6844.30 5585.36
m 7976.85 6509.59
m 9679.85 7899.34
m 12986.95 10598.13
m 17431.60 14225.23
m 18567.85 15152.48
m 18891.20 15416.35
m 23163.00 18902.40
m 25133.00 20510.04
0.00

m 1870.75 1526.64
m 2590.90 2114.33
m 3260.55 2660.80
m 4357.60 3556.06
m 5452.95 4449.93
m 6636.80 5416.03
m 8279.45 6756.53
m 9861.20 8047.33
m 11628.30 9489.39
m 15202.60 12406.23
m 19217.15 15682.35
m 21627.85 17649.62
m 23932.65 19530.48
m 29836.95 24348.74
m 36164.10 29512.08

0.00

m 1821.55 1486.49
m 2607.50 2127.88
m 3360.80 2742.61
m 4696.15 3832.34
m 5895.70 4811.25
m 7550.45 6161.62
m 9744.40 7952.02
m 10136.10 8271.67
m 15472.95 12626.86
m 19925.30 16260.24
m 22830.80 18631.30
0.00

No. 96.35 78.63

No. 121.90 99.48
0.00

No. 53.60 43.74

No. 93.45 76.26
No. 113.35 92.50

0.00
No. 416.80 340.13
No. 452.00 368.86

m 202.90 165.58

m 209.20 170.72

0.00

units 1844.00 1504.81

units 2415.15 1970.91

units 3006.40 2453.40

units 3593.85 2932.80

units 4771.60 3893.91

units 5977.65 4878.12

units 6618.15 5400.81
units 7272.35 5934.67
units 7950.85 6488.37
units 8635.75 7047.29
units 9351.25 7631.18
units 10787.45 8803.21

0.00

units 674.95 550.80

units 824.95 673.21
units 1003.95 819.28
units 1164.25 950.10
units 1753.10 1430.63
units 2012.75 1642.52

units 2255.15 1840.34

units 2632.00 2147.87
units 3011.20 2457.32
units 3398.15 2773.09
units 3787.10 3090.50
units 4573.95 3732.62
0.00

m 315.55 257.51
m 332.50 271.34

m 348.75 284.60
m 365.45 298.23
m 411.50 335.81
m 456.60 372.61
m 497.80 406.23
m 538.00 439.04
m 575.80 469.89
m 614.30 501.31
m 649.45 529.99
m 713.95 582.63
0.00

nos 145.25 118.53

nos 194.70 158.89
nos 269.80 220.17
nos 365.70 298.43

nos 487.75 398.03

nos 606.85 495.23

nos 728.85 594.79

nos 847.95 691.98

nos 969.55 791.21
nos 1089.10 888.77
nos 1210.70 988.00
nos 1445.95 1179.98
0.00

No. 8803.70 7184.35

0.00

m 420.25 342.95

m 599.50 489.23
m 704.55 574.96
m 913.65 745.59
m 943.90 770.28
m 1202.35 981.19
0.00

m 704.05 574.55
m 1025.25 836.67
m 1272.15 1038.15

m 1765.10 1440.43

m 2124.00 1733.31
m 2699.10 2202.63
 0.00

m 622.25 507.79
m 801.50 654.07

0.00

m 906.10 739.43

m 1227.25 1001.51
0.00

No. 93.90 76.63

No. 113.80 92.87

No. 156.50 127.71

No. 213.40 174.15
No. 256.10 208.99
No. 291.65 238.00
0.00

No. 341.45 278.64

No. 426.80 348.29
No. 497.90 406.32
No. 625.95 510.81
No. 846.45 690.75
No. 1017.20 830.10
 0.00

0.00
No. 139.40 113.76
No. 186.35 152.07
No. 189.20 154.40
No. 313.00 255.43
No. 327.20 267.01
No. 327.20 267.01
No. 517.85 422.60
No. 529.25 431.90
No. 606.05 494.57

No. 643.05 524.77

No. 643.05 524.77
No. 643.05 524.77
No. 643.05 524.77

No. 664.35 542.15

No. 667.20 544.48
0.00

0.00
No. 405.45 330.87

No. 490.80 400.52

No. 597.50 487.60
No. 604.60 493.39
No. 746.85 609.47
No. 960.30 783.66

No. 1095.45 893.95

No. 1145.25 934.59
No. 1330.15 1085.48
No. 1572.00 1282.85
No. 1636.05 1335.12
 0.00

No. 92.45 75.44

No. 113.80 92.87

No. 156.50 127.71

No. 220.50 179.94

No. 256.10 208.99
No. 277.40 226.38
0.00

No. 597.50 487.60

No. 711.30 580.46
No. 825.15 673.37
No. 917.60 748.82
No. 1066.95 870.70

No. 1515.10 1236.41

0.00

No. 99.60 81.28

No. 113.80 92.87
No. 163.60 133.51
No. 204.85 167.17

No. 221.95 181.12

No. 273.15 222.91
0.00

No. 483.70 394.73

No. 682.85 557.25
No. 910.50 743.02
No. 1493.75 1218.99
No. 2418.50 1973.64
No. 3200.95 2612.17
 0.00

No. 223.35 182.27

No. 304.45 248.45
No. 318.65 260.04

No. 426.80 348.29

No. 512.15 417.95
No. 554.80 452.75

0.00

No. 197.75 161.38

No. 300.20 244.98
No. 466.60 380.77
No. 688.55 561.90
No. 1088.30 888.12
No. 1429.75 1166.76
0.00

No. 796.70 650.16

No. 931.85 760.45
No. 1145.25 934.59
No. 1422.65 1160.97
No. 1991.70 1625.35
No. 2390.05 1950.42
0.00

No. 268.85 219.40

No. 357.10 291.42
No. 362.75 296.03
No. 633.10 516.65
No. 654.40 534.03
No. 675.75 551.45
No. 1045.65 853.31
No. 1066.95 870.70
No. 1095.45 893.95
No. 1123.90 917.17
No. 1280.35 1044.84
No. 1296.00 1057.61
No. 1320.20 1077.36
No. 1372.85 1120.33
No. 1401.30 1143.54
0.00

No. 910.50 743.02

No. 1131.00 922.96
No. 1138.10 928.76
No. 1429.75 1166.76
No. 1436.85 1172.56
No. 1451.10 1184.18
No. 2013.05 1642.77
No. 2034.35 1660.15
No. 2048.60 1671.78
No. 2390.05 1950.42

No. 2446.95 1996.86

No. 2468.25 2014.24
No. 2496.75 2037.50
0.00

No. 291.65 238.00

No. 334.30 272.81
No. 355.65 290.23
No. 448.15 365.72
No. 462.35 377.31
No. 476.60 388.93
No. 661.50 539.82
No. 675.75 551.45
No. 704.20 574.67
No. 732.65 597.89
No. 1010.05 824.26
No. 1031.40 841.68

No. 1088.30 888.12

No. 1131.00 922.96
No. 1173.65 957.77
No. 1415.55 1155.17
No. 1442.55 1177.21
No. 1458.20 1189.98
No. 1493.75 1218.99
No. 1536.45 1253.84
No. 1586.25 1294.48
 0.00

No. 277.40 226.38

No. 305.85 249.59

No. 320.10 261.22

No. 405.45 330.87
No. 419.70 342.50

No. 433.90 354.09

No. 647.30 528.24
No. 690.00 563.08
No. 732.65 597.89
No. 775.35 632.73
No. 995.85 812.67

No. 1010.05 824.26

No. 1038.50 847.48

No. 1066.95 870.70

No. 1145.25 934.59

No. 1287.50 1050.68
No. 1301.70 1062.27
No. 1323.05 1079.69
No. 1394.20 1137.75
No. 1429.75 1166.76
No. 1543.55 1259.63
0.00

No. 889.15 725.60

No. 967.40 789.46
No. 1095.45 893.95

No. 1159.45 946.18

No. 1202.15 981.03
No. 1330.15 1085.48
No. 1337.30 1091.32
No. 1842.30 1503.43
No. 2141.05 1747.23
No. 3058.65 2496.04
No. 3670.40 2995.27
0.00

No. 264.60 215.93

No. 291.65 238.00
No. 337.15 275.13
No. 394.05 321.57
No. 412.55 336.67
No. 505.05 412.15

No. 640.20 522.44

No. 768.25 626.94
No. 953.15 777.83
No. 1002.95 818.47
No. 1287.50 1050.68
No. 1387.05 1131.92
0.00

No. 697.10 568.88

No. 782.45 638.53
No. 917.60 748.82

No. 1515.10 1236.41

No. 1621.80 1323.49

No. 2489.60 2031.66

No. 3819.80 3117.19
0.00

No. 250.40 204.34

No. 268.85 219.40
No. 300.20 244.98
No. 458.10 373.84
No. 460.95 376.16
No. 675.75 551.45
No. 803.80 655.95
No. 1017.20 830.10
No. 1038.50 847.48
No. 1330.15 1085.48
No. 1621.80 1323.49

0.00

No. 640.20 522.44

No. 761.10 621.10

No. 803.80 655.95
No. 1052.75 859.11
No. 1543.55 1259.63
No. 2247.75 1834.30
No. 3016.00 2461.24
0.00

No. 317.25 258.90

No. 364.20 297.21
No. 395.50 322.75
No. 604.60 493.39
No. 917.60 748.82
No. 1298.85 1059.94
No. 1756.95 1433.78

0.00

No. 270.30 220.58

No. 305.85 249.59

No. 341.45 278.64

No. 369.90 301.86

No. 476.60 388.93

No. 754.00 615.31

No. 754.00 615.31
No. 1123.90 917.17
No. 1123.90 917.17
0.00

No. 1017.20 830.10

No. 1365.70 1114.49

No. 1877.90 1532.48

No. 3051.55 2490.25
No. 3321.85 2710.83
No. 5135.70 4191.04
0.00

No. 325.80 265.87

No. 355.65 290.23

No. 377.00 307.65

No. 405.45 330.87
No. 448.15 365.72
No. 448.15 365.72
No. 682.85 557.25
No. 754.00 615.31
No. 1088.30 888.12
No. 1187.90 969.40
 0.00

No. 832.25 679.17

No. 1251.95 1021.67
No. 1664.50 1358.33
No. 2290.45 1869.14
No. 4196.80 3424.84
No. 4772.95 3895.01
0.00

No. 58.35 47.62

No. 85.35 69.65

No. 122.35 99.84

No. 234.75 191.57

No. 342.85 279.79
No. 426.80 348.29
0.00

No. 505.05 412.15

No. 654.40 534.03
No. 818.00 667.54
No. 1145.25 934.59

No. 2489.60 2031.66

No. 2738.55 2234.82

0.00

No. 136.55 111.43

No. 240.45 196.22
No. 386.95 315.77
0.00
No. 654.40 534.03

No. 1764.10 1439.61

No. 2425.60 1979.44

0.00

No. 1408.40 1149.34

No. 1422.65 1160.97

No. 1628.90 1329.28

No. 2873.70 2345.11

No. 3001.75 2449.61

No. 3385.85 2763.06
No. 5861.25 4783.13
0.00

No. 1508.00 1230.62

No. 2034.35 1660.15
0.00

No. 1031.40 841.68

No. 1379.95 1126.12
No. 1429.75 1166.76
0.00
0.00

m 443.60 362.00
m 695.80 567.81

m 970.35 791.86
m 1505.60 1228.66
m 2064.15 1684.47
 0.00

m 964.75 787.29
m 1179.85 962.83
m 1375.45 1122.45

m 1590.55 1297.98
0.00

m 458.50 374.16
m 743.10 606.41
m 873.50 712.83
m 1016.90 829.85
m 1173.35 957.52

0.00

0.00
No. 2707.65 2209.61

No. 2685.20 2191.28

0.00
No. 2734.20 2231.27

No. 2711.70 2212.91

0.00
No. 2802.15 2286.72

No. 2779.65 2268.36

0.00

m 89.00 72.63
m 98.45 80.34
m 104.70 85.44
m 111.00 90.58
m 117.25 95.68
m 135.05 110.21

m 147.65 120.49
m 153.90 125.59
0.00

m 507.05 413.78
m 556.45 454.10
m 899.80 734.29

m 994.30 811.41
m 1620.95 1322.79

m 1918.90 1565.94
m 2243.40 1830.75
m 2932.50 2393.10
m 3511.95 2865.96
m 4750.85 3876.98
m 5562.60 4539.42
m 6276.60 5122.08
m 7102.15 5795.78
0.00

0.00

No. 12770.55 10421.54

No. 12711.80 10373.59

0.00

No. 26405.50 21548.47

No. 26244.70 21417.25

 0.00

No. 32857.85 26813.98

No. 32719.50 26701.08

0.00
0.00
m 8825.40 7202.06

m 8654.25 7062.39
0.00
m 10585.50 8638.40

m 10381.45 8471.89
0.00

0.00

No. 12725.00 10384.36

No. 12600.40 10282.68

0.00

m 7591.80 6195.36

m 7448.45 6078.38
 0.00

0.00

No. 24702.75 20158.93

No. 24446.70 19949.98

0.00

m 9861.45 8047.54

m 9674.40 7894.89
0.00

0.00

No. 52969.10 43225.97

No. 52266.80 42652.85

0.00

m 22771.85 18583.20
m 22288.10 18188.43
0.00

No. 544.70 444.51

No. 496.50 405.17
No. 553.70 451.85

0.00

No. 670.20 546.92

No. 621.95 507.55
0.00
No. 1358.00 1108.21

No. 3441.20 2808.23

No. 7575.40 6181.98

0.00

0.00

No. 1437.65 1173.21

No. 1155.45 942.92
No. 1169.65 954.50
0.00
No. 1386.55 1131.51
No. 1172.60 956.91
0.00
No. 1675.70 1367.47
0.00
No. 2123.80 1733.15
No. 787.00 642.24

0.00

No. 810.45 661.38

No. 922.40 752.73
No. 1328.45 1084.09
0.00

No. 12172.05 9933.12

No. 16577.80 13528.48
0.00

m 3240.45 2644.40
m 4126.90 3367.80
0.00

No. 2540.85 2073.49

No. 4475.50 3652.28
No. 8466.35 6909.05
No. 6472.40 5281.87
0.00
m 2045.50 1669.25
m 2436.90 1988.66
m 1975.85 1612.41

m 2229.20 1819.16
 0.00

No. 2625.50 2142.57

No. 4168.05 3401.38

No. 3881.50 3167.54

No. 320.15 261.26

0.00

No. 5957.90 4862.00

0.00

No. 6889.80 5622.49

0.00

No. 11520.55 9401.46

0.00

0.00
No. 6937.90 5661.74

0.00

No. 8150.50 6651.30

 0.00

No. 9594.35 7829.57

0.00

0.00
m 6117.00 4991.84

0.00
m 6680.60 5451.77

0.00
m 7789.85 6356.99

0.00

No. 26861.90 21920.92

No. 2890.10 2358.50

0.00

No. 441.40 360.21

No. 602.65 491.80
0.00

m 2676.55 2184.23
m 3401.25 2775.62
m 5377.25 4388.16
m 6656.55 5432.14
m 9126.20 7447.53

m 16184.00 13207.12
0.00
m 3053.55 2491.88
m 3934.75 3210.99

m 7397.40 6036.72
m 9181.75 7492.86

m 11119.35 9074.06

m 22578.75 18425.62
0.00
0.00

m 2767.00 2258.04
m 3430.65 2799.62
m 4129.95 3370.29
m 4530.90 3697.49
m 7738.55 6315.12
m 12748.45 10403.50
m 16671.05 13604.58
m 23577.75 19240.86

0.00

m 2278.30 1859.23
m 2703.25 2206.01
m 3637.20 2968.17
m 5581.20 4554.59
 0.00

0.00

m 5386.25 4395.50
m 7758.75 6331.61
m 12990.80 10601.27
m 17025.75 13894.03
m 24408.80 19919.05
0.00

m 3065.60 2501.71

m 3797.30 3098.82
m 4232.75 3454.18
m 4721.15 3852.74
0.00

No. 2626.30 2143.22

No. 2924.45 2386.53
No. 3104.20 2533.21

No. 3360.15 2742.08

 0.00

m 3727.80 3042.11
m 4766.25 3889.55

m 4931.35 4024.28
m 5633.00 4596.87
m 10846.80 8851.64
m 14946.40 12197.16

0.00

0.00

0.00

0.00
Nos 54771.50 44696.83
Nos 19632.40 16021.22
0.00
Nos 61173.35 49921.13

Nos 32436.10 26469.81

0.00
Nos 70420.50 57467.36

Nos 40545.15 33087.28

 0.00

0.00

Nos 19632.40 16021.22

Nos 32436.10 26469.81
0.00

Nos 40545.15 33087.28

0.00

Nos 19632.40 16021.22

Nos 32862.90 26818.10
0.00

Nos 1153.20 941.08

0.00
0.00

0.00
Kg 495.05 403.99

Kg 530.90 433.25

Kg 539.85 440.55

0.00
Kg 598.60 488.49

Kg 634.45 517.75

Kg 643.45 525.09

0.00

Sqm 1139.30 929.74

Sqm 1115.40 910.23

0.00

Sqm 1176.80 960.34

Sqm 1505.25 1228.37

Sqm 1685.40 1375.39

0.00

No. 2823.85 2304.43

No. 2966.10 2420.52

Kg 817.15 666.84
No. 82.45 67.28

0.00

Kg 680.55 555.37

Kg 716.40 584.63

0.00

m 96.75 78.95
0.00

Kg 12.80 10.45
Kg 12.80 10.45

Sqm 4997.70 4078.42

0.00

No. 344.30 280.97

No. 387.00 315.82
No. 325.80 265.87
No. 802.40 654.81
No. 1478.15 1206.26
 0.00

No. 575.75 469.85

No. 631.55 515.38

No. 645.50 526.77

No. 528.85 431.57

Kg 402.80 328.71

0.00

No. 89.40 72.96

No. 97.95 79.93

No. 95.10 77.61

0.00

No. 107.90 88.05

No. 109.30 89.20

No. 112.15 91.52

Kg 638.35 520.93

Sqm 5325.90 4346.25

0.00

m 148.10 120.86
m 200.95 163.99
m 363.20 296.39
0.00
0.00

0.00

0.00

0.00
Sqm 1515.60 1236.82

0.00

Sqm 2024.70 1652.28

0.00

0.00

0.00

0.00

Sqm 769.60 628.04

0.00

m 327.65 267.38
m 267.90 218.62
m 263.65 215.15
0.00
 0.00

0.00

Sqm 617.05 503.55

0.00

0.00

0.00

0.00

0.00

Sqm 688.90 562.18

0.00

0.00

0.00
 0.00

0.00

0.00

Sqm 1684.60 1374.73

0.00

Sqm 515.05 420.31

Sqm 806.45 658.11

Sqm 910.85 743.31

Sqm 910.85 743.31

Sqm 59.45 48.51

0.00

Sqm -17.55 -14.32

Sqm -22.10 -18.03
0.00
Cum 8042.30 6563.00

Cum 16112.10 13148.44

Cum 15155.60 12367.88
0.00

Kg 388.00 316.63

Sqm 563.10 459.52

 0.00

Sqm 472.90 385.91

Sqm 362.80 296.07

Sqm 447.35 365.06

Sqm 309.60 252.65

Sqm 597.00 487.19

0.00

m 547.70 446.96

holes 23.05 18.81

m 573.45 467.97

0.00
0.00
 0.00
m 707.75 577.57
m 774.05 631.67
m 990.80 808.55
0.00
m 1695.10 1383.30
m 1792.85 1463.07

m 2131.45 1739.39
0.00

0.00
m 825.70 673.82
m 917.40 748.65

m 1238.50 1010.69
0.00

m 1870.60 1526.52
m 1955.60 1595.89

m 2496.55 2037.33
0.00

m 672.30 548.64
m 793.25 647.34

m 1113.35 908.56
0.00

m 686.55 560.27
m 807.45 658.93
m 1255.70 1024.73
Cum 1509.80 1232.09

Cum 1538.25 1255.30

Cum 1538.25 1255.30

Cum 2024.50 1652.11

No. 1399.95 1142.44

0.00

m 1359.25 1109.23

m 1972.25 1609.47
m 2442.75 1993.43

0.00

m 1456.80 1188.84
m 2102.25 1715.56
m 2571.05 2098.13
hour 1085.05 885.47

0.00

No. 224.10 182.88

No. 246.45 201.12
No. 321.15 262.08
0.00

No. 1911.40 1559.82

No. 2019.05 1647.67

No. 2293.65 1871.76
0.00

No. 265.10 216.34

No. 322.00 262.77
No. 357.60 291.82
0.00
Sqm 72.45 59.12

0.00
 0.00

0.00

Sqm 338.25 276.03

Sqm 211.05 172.23

Sqm 77.90 63.57

Sqm 374.30 305.45

Sqm 374.30 305.45

Sqm 329.05 268.52

Sqm 109.90 89.69

0.00

Kg 414.30 338.09

0.00

0.00

0.00
0.00

0.00

0.00

0.00

0.00
 0.00

0.00

0.00

0.00

0.00

0.00

Sqm 3510.50 2864.78

0.00

0.00
Sqm 3718.70 3034.68

Sqm 3671.50 2996.16

0.00

Sqm 2159.65 1762.40

0.00

0.00

0.00

Sqm 2450.15 1999.47

Sqm 9502.35 7754.49

0.00

0.00

0.00

0.00

Sqm 6145.85 5015.38

Sqm 6033.55 4923.74

Sqm 6283.85 5128.00

Sqm 6935.75 5659.99

Sqm 4555.75 3717.77

Cu. D 325.95 265.99

Sqm 6012.10 4906.23

m 4830.10 3941.65

Sqm 4039.10 3296.15

0.00

Sqm 2942.00 2400.85

Sqm 3332.00 2719.11

Sqm 3923.65 3201.93
Sqm 4906.80 4004.24

Sqm 5601.55 4571.20

0.00

Sqm 5127.60 4184.43

Sqm 5824.10 4752.82

Sqm 1004.55 819.77

Sqm 1091.65 890.85

m 450.95 368.00

Sqm 5350.55 4366.37

No. 144.05 117.55

Sqm 249.90 203.93

Sqm 276.50 225.64

Sqm 401.70 327.81

Sqm 555.05 452.95

0.00

Sqm 986.95 805.41

Sqm 1166.95 952.30

0.00

Sqm 393.85 321.41

Sqm 411.10 335.48

Sqm 645.80 527.01

Sqm 663.05 541.09

Sqm 681.80 556.39

Sqm 699.05 570.47

Sqm 843.00 687.94
Sqm 933.75 762.00
Sqm 1022.95 834.79

Sqm 1202.90 981.64

Sqm 1337.50 1091.48
Sqm 1562.85 1275.38

Sqm 1742.80 1422.23

Sqm 1833.60 1496.33

Sqm 1922.80 1569.12

0.00

Sqm 1153.95 941.69

Sqm 1462.90 1193.81

0.00
 0.00

0.00

Sqm 2207.00 1801.04

Sqm 2301.10 1877.84

0.00

0.00
 0.00

Sqm 2630.40 2146.56

0.00

0.00

Sqm 3117.60 2544.15

Sqm 1781.20 1453.57

 0.00

0.00

Sqm 1852.05 1511.38

Sqm 1907.35 1556.51

0.00

0.00
Sqm 2333.60 1904.36

Sqm 2671.20 2179.86

Sqm 2447.15 1997.02

0.00

Sqm 378.00 308.47

Sqm 256.35 209.20

Sqm 126.75 103.44

0.00

m 8.25 6.73
m 16.45 13.42
0.00

No. 141.20 115.23

0.00

Sqm 141.20 115.23

Sqm 285.20 232.74

0.00

0.00

Sqm 388.65 317.16

Sqm 587.35 479.31

Sqm 1174.70 958.63

0.00

0.00

0.00

Sqm 569.15 464.46

Sqm 853.70 696.67

 0.00

0.00

0.00

Sqm 569.15 464.46

Sqm 853.70 696.67

Sqm 1138.25 928.88

0.00

Kg 119.30 97.36

Kg 124.00 101.19

Kg 553.40 451.61

0.00

Sqm 54.25 44.27

Sqm 382.40 312.06

 0.00

Sqm 746.90 609.52

Sqm 1151.05 939.33

Sqm 1628.85 1329.24

No. 236.90 193.32

Sqm 902.55 736.54

 0.00

0.00

0.00

Kg 285.90 233.31
 0.00

Sqm 3580.65 2922.03

Sqm 2821.65 2302.64

Sqm 3167.85 2585.16

0.00

Sqm 2221.05 1812.51

Sqm 2189.75 1786.97

Sqm 298.75 243.80

 0.00

Sqm 1430.15 1167.09

Sqm 991.95 809.49

0.00

Sqm 4347.15 3547.54

Sqm 4701.60 3836.79

 0.00

Sqm 451.35 368.33

0.00
 0.00

Sqm 1315.70 1073.69

Sqm 1487.50 1213.89

Sqm 1840.05 1501.59

Sqm 2141.80 1747.84

Sqm 2518.20 2055.00

 0.00

0.00

Sqm 1527.50 1246.53

Sqm 1635.05 1334.30

Sqm 2068.25 1687.82

Sqm 1841.20 1502.53

Sqm 1784.40 1456.18

Sqm 2326.65 1898.69

Sqm 1477.30 1205.57

0.00

0.00

Sqm 283.25 231.15

0.00

0.00
0.00
 0.00

0.00

Cum 2604.30 2125.27

0.00

0.00

0.00

0.00

Sqm 287.40 234.54

Sqm 254.75 207.89

Sqm 371.25 302.96

m 92.45 75.44
m 49.30 40.23

m 49.95 40.76

Sqm 136.45 111.35

m 49.95 40.76

Kg 182.05 148.56

Kg 27.10 22.12

0.00

Sqm 106.80 87.16

Sqm 1525.60 1244.98

 0.00

Sqm 2673.70 2181.90

0.00

Sqm 3935.35 3211.48

0.00

Cum 7387.25 6028.44

0.00
Cum 9844.65 8033.83

0.00

Sqm 897.15 732.13

0.00

Sqm 1099.15 896.97

Sqm 829.75 677.13

0.00

0.00

0.00
m 1287.25 1050.47

m 1501.40 1225.23
m 1822.60 1487.35
m 2217.00 1809.21
m 2717.10 2217.32
m 3217.20 2625.43
m 3717.25 3033.50

m 4217.35 3441.61

0.00

m 18.42 15.03
m 22.10 18.03
m 27.65 22.56

m 34.40 28.07

m 43.00 35.09

m 51.60 42.11

m 60.20 49.13
m 68.80 56.14

0.00
m 29.50 24.07
m 35.35 28.85

m 44.20 36.07

m 55.00 44.88

m 68.80 56.14

m 82.55 67.37

m 96.30 78.59
m 110.05 89.81

0.00

Cum 20928.70 17079.08

Cum 245.65 200.47

Cum 450.40 367.55

Cum 573.20 467.77

Kg 192.35 156.97
 0.00

MT 540.85 441.37

MT 117.30 95.72
0.00

Sqm 203.50 166.07

Sqm 345.15 281.66

Cum 2720.30 2219.93

0.00

m 178.95 146.03

0.00
No. 28.90 23.58

No. 36.00 29.38

No. 51.65 42.15

0.00

Kg 85.05 69.41

Sqm 29.25 23.87

0.00
Sqm 2293.30 1871.47

0.00

0.00

0.00

Sqm 762.75 622.45

0.00
Sqm 271.45 221.52

Sqm 310.30 253.22

Sqm 385.00 314.18

Sqm 440.25 359.27

Sqm 470.10 383.63

Sqm 580.65 473.85

Sqm 677.75 553.08

Sqm 819.65 668.88

Sqm 942.15 768.85

0.00

Sqm 229.65 187.41

Sqm 329.70 269.06

Sqm 416.35 339.77

0.00

0.00

m 705.85 576.02

m 926.35 755.96

m 947.70 773.38

m 1075.70 877.84
m 1111.30 906.89

m 1381.60 1127.47

m 1637.65 1336.42

0.00

0.00

Sqm 4346.70 3547.17

Sqm 5015.35 4092.83

 0.00

Sqm 4764.20 3887.87

Sqm 5432.85 4433.53
0.00

0.00

Sqm 2992.90 2442.39

Sqm 3889.15 3173.78
 0.00

Sqm 1099.35 897.14

Sqm 1711.10 1396.36
0.00

Sqm 3437.15 2804.92

0.00
 0.00

0.00

Sqm 6320.00 5157.50

Sqm 5991.40 4889.34

 0.00

0.00

0.00

Sqm 6230.90 5084.79

Sqm 5842.50 4767.83

Sqm 269.40 219.85

0.00

0.00

Sqm 3189.10 2602.50

Sqm 1713.55 1398.36

 0.00

Sqm 2926.70 2388.36

Sqm 3805.05 3105.15

17.7.2
DSR-21
Code

17.7.2

I.No.

1.1

1.1.1

1.2

1.2.1

1.3
1.3.1

1.4

1.5

1.6

1.6.1

1.7

1.7.1

1.7.2
1.7.3
1.8

1.8.1

1.9

1.9.1

1.9.2
1.9.3
1.10

1.10.1

1.10.1.1
1.10.1.2
1.10.1.3
1.11

1.11.1

1.11.1.1

1.11.1.2

1.11.1.3

1.11.2
1.11.2.1

1.11.2.2

1.11.2.3

1.11.3
1.11.3.1

1.11.3.2

1.11.3.3
1.12

1.12.1

1.12.1.1
1.12.1.2
1.12.2
1.12.2.1
1.12.2.2
1.12.3
1.12.3.1
1.12.3.2
1.13

1.13.1

1.13.1.1
1.14

1.14.1

1.14.2
1.14.3
1.15

1.15.1

1.15.2
1.15.3
1.16

1.16.1

1.16.2
1.16.3
1.17

1.18

1.18.1
1.18.2
1.18.3
1.19

1.19.1

1.19.2
1.19.3
1.20

1.20.1

1.20.2
1.20.3
1.21

1.22

1.23

1.24

1.24.1

1.24.2
1.25

1.26

1.26.1

1.27
1.27.1

1.28
1.28.1

1.28.2
1.28.3
1.28.4
1.29

1.30

1.31

1.31.1

1.31.2
1.31.3
1.31.4
1.32
1.32.1

1.33

1.33.1

1.33.1.1

1.33.2

1.33.2.1

1.33.3
1.33.3.1

1.33.4

1.33.4.1

1.33.5

1.34

1.35

1.36

2.0 Sub-Head : Concrete W

2.1

2.1.1

2.1.2

2.1.3
2.1.4

2.1.5

2.1.6

2.1.7

2.1.8

2.1.9

2.1.10

2.1.11

2.1.12

2.1.13

2.1.14

2.1.15

2.1.16

2.1.17

2.1.18

2.1.19
2.2

2.2.1

2.2.2

2.2.3

2.2.4

2.2.5

2.2.6

2.2.7

2.2.8

2.2.9

2.3

2.3.1
2.3.2

2.3.3
2.4

2.4.1

2.4.2
2.5

2.5.1

2.5.2

2.6

2.6.1

2.6.2

2.7

2.7.1

2.7.2

2.8

2.8.1

2.8.2
2.9

2.10

2.11

2.12

2.13

2.14

2.15

2.16
2.17

2.18

2.19

2.20

2.21

2.22

2.23

2.24
2.24.1

2.24.1.1
2.24.1.2
2.24.1.3
2.24.1.4
2.24.2
2.24.2.1

2.24.2.2

2.24.2.3

2.24.2.4

2.25
2.25.1

2.25.1.1

2.25.1.2

2.25.1.3

2.25.1.4

2.25.2

2.25.2.1

2.25.2.2

2.25.2.3

2.25.2.4

3.0 Sub-Head : Reinforced

3.1

3.1.1
3.1.2

3.1.3

3.1.4

3.2

3.2.1

3.2.2

3.3

3.4

3.5

3.6
3.7

3.8

3.9

3.10

3.11

3.12

3.13

3.14
3.15

3.15.1
3.15.2

3.15.3
3.15.4
3.15.5
3.15.6
3.15.7
3.15.8
3.15.9
3.15.10
3.15.11
3.15.12
3.15.13

3.15.14

3.15.14.1
3.15.14.2
3.15.14.3
3.15.14.4
3.15.14.5

3.15.14.6
3.15.14.7

3.15.14.8

3.15.14.9

3.15.15

3.15.16
3.15.16.1
3.15.16.2
3.15.17

3.15.18
3.15.19

3.15.20

3.15.21

3.16

3.16.1

3.16.2
3.16.3

3.16.4

3.17

3.17.1

3.18

3.19
3.20

3.21

3.22

3.23

3.24

3.25

3.26

3.27
3.28

3.29

3.30

3.30.1
3.30.2
3.30.3
3.31

3.32

3.33

3.34

3.35

3.36

3.36.1
3.36.2
3.36.3
3.36.4
3.36.5
3.36.6

3.37

3.37.1

3.37.2

3.37.3

3.37.4
3.37.5

3.37.6

3.38

3.38.1

3.39

3.39.1
3.40

3.41

3.42
3.43
3.44

3.45

3.46
3.46.1

3.46.1.1

3.46.1.2

3.46.2

3.46.2.1

3.46.2.2

3.46.3
3.46.3.1
3.46.3.2
3.47
3.48

3.49
3.50

3.50.1
3.50.1.1
3.50.1.2

3.50.1.3

3.50.1.4
3.50.1.5
3.50.2
3.50.2.1

3.50.2.2

3.50.2.3
3.50.2.4

3.50.2.5

3.51

3.51.1

3.51.1.1
3.51.2
3.51.2.1

3.52

3.53
3.54

3.55
3.56

3.56.1

3.57

3.57.1
3.57.2
3.57.3
3.57.4
3.57.5
3.58

3.58.1
3.58.2

3.59

3.59.1
3.59.2
3.59.3
3.60

3.60.1
3.60.2
3.60.3

3.61

3.61.1
3.61.2
3.61.3

3.62

3.62.1

3.62.2

3.62.3

3.63

3.63.1
3.63.2
3.63.3

3.64

4.0 Sub-Head : Masonry W

4.1

4.1.1
4.1.2
4.2

4.2.1

4.2.2

4.3
4.3.1

4.3.2

4.4

4.4.1

4.4.2
4.5

4.6

4.7

4.8

4.9

4.10

4.11

4.12

4.12.1
4.12.2

4.13

4.13.1
4.13.2

4.14

4.15

4.16

4.16.1

4.16.2
4.17

4.18

4.19

4.20

4.21

4.22

4.23

4.24
4.25
4.25.1

4.25.2
4.26

4.26.1

4.26.2
4.27

4.27.1

4.27.2
4.28

4.28.1

4.28.2
4.29

4.29.1

4.29.2
4.30

4.30.1

4.30.2
4.31
4.31.1

4.31.2

4.32

4.32.1

4.32.2

4.33

4.33.1
4.33.2

4.34

4.34.1

4.35

4.36

4.37
4.38

4.39

4.40

4.40.1

4.40.2

4.41

5.0 Sub-Head : Stone Wor

5.1

5.1.1
5.2

5.2.1
5.3
5.3.1
5.3.2

5.4

5.5
5.5.1
5.6
5.6.1
5.7

5.7.1
5.7.2

5.8
5.8.1
5.8.2
5.9

5.10

5.10.1
5.10.1.1

5.10.1.2

5.10.2
5.10.2.1

5.10.2.2

5.11

5.11.1
5.11.1.1

5.11.1.2

5.11.2
5.11.2.1

5.11.2.2

5.12

5.12.1
5.12.1.1

5.12.1.2

5.12.2
5.12.2.1
5.12.2.2

5.13

5.13.1
5.13.1.1

5.13.1.2

5.13.2
5.13.2.1

5.13.2.2

5.14

5.15

5.15.1

5.16

5.17

5.18

5.18.1
5.18.2

5.19
5.19.1
5.19.2
5.20

5.21

5.22

5.23

5.23.1

5.23.1.1
5.23.2
5.23.2.1

5.24

5.24.1

5.24.2
5.25

5.26

5.27
5.27.1

5.27.2
5.28

5.28.1
5.28.2

5.29

5.30
5.31

5.31.1
5.31.1.1
5.31.1.2

6.0 Sub-Head : Cladding W

6.1

6.1.1

6.1.1.1
6.1.1.2
6.2

6.2.1

6.2.1.1

6.2.1.2

6.2.2
6.2.2.1
6.2.2.2

6.2.3
6.2.3.1
6.2.3.2
6.3

6.3.1

6.3.2
6.4

6.5

6.6

6.7

6.7.1
6.7.2

6.8

6.8.1

6.8.1.1
6.8.1.2
6.8.1.3
6.9

6.9.1
6.9.1.1
6.9.1.2

6.10

6.10.1
6.10.2
6.11

6.11.1
6.12

6.12.1
6.12.1.1
6.12.1.2

6.12.1.3

6.12.1.4
6.12.1.5

6.12.2
6.12.2.1
6.12.2.2
6.12.2.3
6.12.2.4
6.12.2.5
6.12.3
6.12.3.1
6.12.3.2

6.12.3.3

6.12.3.4

6.12.3.5

6.12.4
6.12.4.1
6.12.4.2
6.12.4.3

6.12.4.4

6.12.4.5
6.12.5

6.12.5.1

6.12.5.2

6.13

6.14

6.15

6.16

6.16.1

6.16.1.1
6.17
6.18

6.18.1
6.18.2

6.19

6.20

6.21

6.22

6.22.1

6.22.2
6.22.3
6.22.4

6.23

6.23.1
6.23.2

6.23.3

6.23.4

6.24

6.24.1
6.24.2

6.24.3
6.25

6.25.1
6.26

6.26.1
6.27

6.28

6.28.1
6.28.2
6.29

6.30
 7.0 Sub-Head : Wood and
7.1

7.1.1
7.1.2
7.1.3
7.2

7.3

7.3.1

7.3.2
7.4

7.4.1

7.4.2

7.4.3
7.5

7.5.1
7.5.1.1

7.5.1.2

7.5.2
7.5.2.1

7.5.2.2
7.5.3

7.5.3.1

7.5.3.2

7.6

7.6.1

7.6.2
7.6.3

7.7

7.7.1
7.7.2

7.7.3

7.7.3.1
7.7.3.2

7.7.4
7.7.4.1

7.7.5
7.7.5.1

7.7.5.2

7.7.5.3

7.7.5.4

7.7.6

7.7.6.1
7.7.7

7.7.7.1
7.7.7.2

7.7.8

7.8

7.8.1

7.8.1.1
7.8.1.2
7.8.2

7.8.2.1
7.8.2.2
7.8.3
7.8.3.1

7.8.3.2

7.9

7.9.1

7.10

7.10.1

7.11

7.12
7.13

7.14
7.14.1
7.14.1.1

7.14.2

7.14.2.1

7.15

7.15.1

7.15.1.1

7.15.1.2

7.15.2

7.15.2.1

7.15.2.2

7.16

7.16.1

7.16.2
7.17

7.17.1

7.17.2
7.18

7.18.1

7.18.2
7.18.3

7.19

7.19.1

7.19.2

7.19.3

7.20

7.20.1
7.21

7.22

7.22.1

7.22.2

7.23

7.23.1

7.24

7.25

7.25.1
7.25.1.1

7.25.1.2

7.25.1.3

7.25.1.4
7.25.1.5

7.25.1.6

7.25.2
7.25.2.1

7.25.2.2

7.25.2.3

7.25.2.4

7.25.2.5

7.25.2.6

7.26

7.26.1
7.26.2

7.27
7.27.1
7.27.1.1
7.27.1.2

7.27.2
7.27.2.1
7.27.2.2

7.28

7.28.1
7.29

7.30

7.31

7.31.1
7.31.2
7.32

7.33

7.33.1

7.33.2
7.33.3
7.34

7.34.1
7.34.2
7.35

7.35.1
7.35.2

7.36

7.37

7.38

7.38.1
7.38.2

7.39

7.40

7.41

7.41.1
7.41.2

7.42

7.42.1
7.42.2
7.42.3
7.42.4

7.43

7.43.1
7.43.2
7.43.3

7.43.4
7.44

7.44.1
7.44.2

7.44.3
7.44.4
7.45

7.45.1

7.45.2
7.45.3
7.45.4

7.46

7.46.1
7.46.2
7.46.3
7.47

7.47.1

7.47.2
7.47.3
7.48

7.48.1
7.48.2
7.48.3
7.49

7.49.1
7.49.2
7.50

7.50.1

7.50.2
7.50.3
7.50.4
7.51

7.52

7.52.1
7.52.2
7.53

7.53.1
7.53.2
7.53.3
7.54

7.54.1
7.54.2

7.54.3
7.55

7.55.1
7.55.2
7.55.3
7.56

7.57

7.57.1

7.57.2
7.57.3
7.57.4
7.58

7.58.1

7.58.2
7.58.3
7.59
7.59.1
7.59.2

7.59.3
7.59.4
7.59.5

7.59.6

7.59.7

7.60

7.60.1
7.60.2
7.60.3
7.60.4
7.61

7.61.1

7.61.2
7.61.3
7.61.4
7.62

7.62.1

7.62.2

7.63

7.64

7.65

7.66

7.66.1
7.66.2

7.66.3
7.66.4
7.67

7.68

7.68.1

7.68.2

7.68.3
7.69

7.70
7.71

7.72

7.73

7.73.1
7.73.2
7.73.3
7.74

7.74.1

7.74.2
7.74.3
7.75

7.76

7.77

7.77.1
7.77.2
7.77.3
7.77.4
7.78

7.79
7.79.1
7.79.2

7.79.3

7.80

7.81

7.81.1

7.81.2
7.81.3
7.82

7.82.1
7.82.2
7.82.3

7.82.4

7.82.5

7.82.6
7.82.7
7.82.8
7.83

7.83.1
7.83.2
7.84

7.84.1

7.84.2
7.84.3

7.84.4

7.84.5

7.85

7.86

7.87

7.87.1
7.87.2
7.87.3
7.88

7.88.1

7.88.2

7.89
7.90

7.91

7.92

7.92.1

7.92.2

7.92.3

7.92.4

7.92.5

7.93

7.93.1
7.93.2
7.94

7.94.1
7.94.2

7.95

7.95.1
7.95.2
7.96

7.97
7.98

7.98.1

7.99

7.100

7.101
7.101.1

7.101.2
7.102

7.103

7.104

7.104.1
7.104.2

7.105

7.105.1

7.105.2
7.105.3

7.106

7.107

7.107.1
7.107.2

7.108

7.109

7.109.1

7.109.2

7.110
7.111

7.112

7.112.1

7.112.2

7.112.3

7.113

7.114
7.114.1

7.114.2
7.115

7.115.1
7.115.2

7.116

7.117

7.117.1

7.117.2

7.118

7.118.1
7.119

7.120

7.120.1

7.120.1.1

7.120.2
7.120.2.1

7.120.2.2

7.120.3

7.120.3.1
7.121

7.121.1

7.121.1.1

7.121.1.2

7.121.1.3
7.121.1.4
7.121.1.5

7.121.1.6

7.121.2
7.121.2.1

7.121.2.2
7.121.2.3

7.121.2.4

7.121.2.5
7.121.2.6

7.122

7.122.1

7.122.2

7.123

7.124
7.125

7.126

7.127

7.127.1

7.128

7.129

7.129.1
7.129.2

7.130

7.131

7.132

7.133
7.134

7.134.1

7.134.1.1

7.134.1.2

7.134.1.3

7.134.2

7.134.2.1
7.134.2.2

7.134.3

7.134.3.1

7.134.3.2

7.134.4

7.134.4.1

7.134.4.2

7.134.4.3

7.134.5

7.134.5.1

7.134.5.2

7.134.5.3

7.134.6

7.134.6.1

7.134.6.2

7.134.7

7.134.7.1
7.134.7.2

7.134.8

7.134.8.1

7.134.8.2

7.134.9

7.134.9.1

7.134.9.2

7.134.10

7.134.10.1

7.134.10.2

7.134.10.3

7.134.10.4

7.134.11

7.134.11.1

7.134.11.2

7.134.11.3

7.134.11.4
7.134.12

7.134.12.1

7.134.12.2

7.134.12.3

7.134.13

7.134.13.1

7.134.13.2

7.134.13.3

7.134.14

7.134.14.1

7.134.14.2

7.134.14.3
7.134.15

7.134.15.1

7.134.15.2

7.134.15.3

7.134.16

7.134.16.1

7.134.16.2

7.134.16.3

7.134.17

7.134.17.1

7.134.17.2

7.134.17.3

7.134.18

7.134.18.1

7.134.19
7.134.19.1

7.134.20

7.134.20.1

7.134.21

7.134.21.1

7.134.21.2

7.134.22

7.134.22.1

7.134.22.2

7.134.23

7.134.23.1
7.135

7.135.1

7.135.2

7.135.3

7.135.4
7.135.5

7.135.6

7.136

7.136.1
7.137

7.137.1

7.137.2

7.138
7.138.1

7.138.2

7.138.3

7.138.4

7.138.5

7.139
7.139.1

7.139.2

7.140

7.140.1

7.140.2
7.140.3

7.140.4

7.141

7.141.1
7.141.2
7.141.3

7.141.4

7.141.5

7.142

7.143

7.144

7.145

7.146
7.147

7.148

7.149

7.149.1

7.149.2

7.150

7.150.1

7.150.2

7.151

7.151.1

7.151.2
7.151.3
7.152
7.153

7.153.1

7.153.2

7.154

7.155

7.156

7.157
7.157.1

7.157.2

7.157.3
7.158

7.158.1
7.159

8.0 Sub-Head : Steel Work

8.1
8.2

8.3

8.4

8.5

8.5.1

8.5.2

8.6

8.6.1
8.6.2
8.6.3
8.7
8.8
8.8.1

8.8.2
8.9

8.10
8.10.1

8.10.2

8.11

8.11.1

8.11.2

8.12

8.13

8.13.1

8.13.2

8.14

8.14.1
8.14.1.1
8.14.1.2

8.14.2
8.14.2.1
8.14.2.2
8.14.3
8.14.3.1

8.14.3.2

8.15

8.15.1

8.15.2

8.16

8.16.1

8.16.2
8.16.3

8.17

8.18

8.19
8.20
8.21

8.22
8.23

8.23.1

8.23.2
8.24
8.24.1
8.24.2
8.24.3

8.25

8.25.1
8.25.2

8.25.3

8.25.4
8.25.5
8.26

8.27

8.27.1
8.27.2

8.28

8.28.1
8.28.2

8.29

9.0 Sub-Head : Flooring

9.1
9.1.1

9.1.2

9.2

9.3

9.3.1

9.4

9.5
9.6

9.6.1
9.7

9.8

9.9

9.9.1

9.9.2
9.9.3
9.9.4
9.9.5
9.9.6
9.10

9.10.1
9.10.2
9.10.3
9.10.4
9.10.5
9.10.6
9.11

9.11.1
9.11.2
9.11.3
9.11.4
9.11.5
9.11.6

9.12

9.12.1

9.12.1.1

9.12.1.2

9.12.1.3
9.12.1.4
9.12.1.5
9.12.1.6
9.13

9.13.1

9.14

9.15

9.15.1
9.16

9.16.1

9.16.2
9.16.3
9.16.4
9.17
9.18

9.18.1
9.18.2
9.18.3
9.18.4
9.19

9.19.1
9.19.2

9.19.3

9.19.4

9.20

9.20.1

9.20.2

9.20.3
9.20.4

9.21

9.21.1

9.21.1.1

9.21.2
9.21.2.1
9.22

9.22.1

9.22.1.1

9.23

9.23.1

9.23.2
9.23.3

9.23.4
9.23.5
9.23.6
9.24

9.25
9.26

9.26.1
9.27
9.28

9.28.1
9.28.2
9.29

9.29.1
9.29.2
9.30

9.30.1
9.30.2

9.31
9.32

9.33

9.33.1
9.33.2

9.34

9.35

9.36
9.37

9.38

9.39

9.40

9.41

9.41.1

9.41.2
9.41.3
9.41.4
9.42

9.42.1
9.42.1.1
9.42.1.2
9.42.1.3
9.42.1.4
9.42.1.5

9.42.2
9.42.2.1

9.42.2.2

9.42.2.3

9.42.2.4

9.42.2.5
9.42.3

9.42.3.1

9.42.3.2

9.42.3.3

9.42.3.4
9.42.3.5

9.43
9.44

9.45

9.46

9.47

9.47.1

9.47.2
9.47.3
9.47.4
9.48

9.49

9.49.1
9.49.2

9.49.3
9.49.4

9.50

9.50.1
9.50.2
9.50.3
9.50.4
9.51

9.51.1
9.51.2
9.51.3
9.51.4
9.52

9.53

9.54

9.54.1

9.55

9.55.1
9.56
9.57

9.57.1
9.57.2

9.58
9.58.1

9.59

9.59.1
9.59.2

10.0 Sub-Head : Roofing

10.1

10.1.1
10.1.2
10.1.3

10.2

10.2.1
10.2.2
10.2.3

10.3

10.3.1
10.3.2
10.3.3
10.4

10.4.1
10.4.2
10.5

10.5.1
10.6

10.6.1
10.7

10.7.1
10.7.2
10.8

10.9

10.10

10.11
10.12

10.12.1
10.12.2
10.12.3

10.12.4
10.13

10.13.1

10.13.2

10.13.3
10.13.4

10.13.5

10.13.6

10.13.7

10.13.8
10.14

10.15
10.15.1

10.16

10.16.1
10.17

10.17.1

10.18
10.19

10.19.1
10.20
10.21

10.21.1

10.22

10.23

10.23.1

10.23.1.1
10.23.2

10.23.2.1

10.24

10.24.1

10.24.1.1

10.24.2
10.24.2.1

10.24.3

10.24.3.1

10.25

10.25.1
10.26

10.26.1

10.26.2

10.27

10.27.1

10.27.2

10.27.2.1

10.27.3

10.27.3.1

10.27.4

10.27.4.1
10.27.5

10.27.5.1

10.27.5.2

10.28

10.29

10.29.1

10.29.2

10.30

10.31

10.32

10.33

10.34
10.34.1

10.34.2
10.35

10.35.1
10.36

10.36.1
10.36.2
10.37
10.37.1
10.37.2
10.38

10.38.1
10.38.1.1
10.39

10.39.1
10.39.2
10.40

10.40.1
10.40.1.1
10.40.1.2
10.40.2
10.40.2.1
10.40.2.2
10.40.3
10.40.3.1
10.40.3.2
10.40.4
10.40.4.1
10.40.4.2

10.40.5
10.40.5.1
10.40.5.2

10.40.6
10.40.6.1
10.40.6.2

10.41

10.41.1

10.41.2
10.42

10.43

10.43.1

10.43.2

10.43.3
10.43.4

10.44

10.45

10.45.1

10.45.2

10.46

10.47

10.48

10.49

10.49.1
10.49.2
10.49.3
10.49.4
10.49.5
10.49.6
10.50

10.50.1

10.50.2

10.50.3

10.50.4
10.51

10.52

10.52.1

10.52.2
10.53

10.54

10.55

10.56

10.56.1
10.57

10.57.1

10.58

10.59

10.60

10.61
10.62

10.62.1

10.62.2

10.62.3

10.62.4

10.62.5

10.62.6

10.62.7

10.62.8

10.62.9

10.63

10.63.1

10.63.2

10.63.3

10.63.4

10.63.5

10.63.6
10.63.7

10.63.8

10.64

10.64.1

10.64.2

10.64.3

10.64.4
10.64.5
10.64.6

11.0 Sub-Head : Finishing

11.1

11.1.1

11.1.2
11.2
11.2.1

11.2.2

11.3
11.3.1
11.3.2

11.4
11.4.1
11.4.2
11.5
11.5.1

11.5.2

11.6

11.6.1
11.6.2

11.7

11.7.1

11.7.2
11.8

11.8.1
11.8.2

11.9
11.9.1
11.9.2

11.10

11.11

11.12

11.13

11.14
11.15

11.16
11.16.1

11.17

11.18
11.19

11.19.1

11.20

11.21

11.22

11.23

11.23.1
11.23.2

11.24

11.24.1
11.24.2

11.25
11.25.1
11.25.2

11.25.3
11.26

11.27

11.28

11.28.1

11.28.2

11.28.3
11.28.4
11.29
11.29.1

11.29.2

11.29.3
11.29.4

11.30

11.31
11.31.1
11.31.2
11.32
11.32.1

11.33
11.33.1
11.33.2
11.34

11.35
11.35.1
11.36

11.37

11.37.1
11.38

11.39
11.39.1

11.39.2
11.40

11.40.1

11.41

11.41.1
11.42

11.42.1
11.43

11.43.1
11.44
11.44.1
11.45

11.45.1

11.46

11.46.1

11.47

11.47.1

11.47.2

11.47.3

11.48

11.48.1

11.49
11.49.1

11.49.2

11.49.3

11.49.4

11.50

11.50.1

11.50.2
11.51

11.51.1

11.51.2

11.52

11.52.1

11.53
11.53.1
11.53.2

11.54

11.54.1
11.54.2
11.55
11.55.1

11.55.2
11.56

11.56.1

11.57

11.58

11.59

11.59.1

11.60
11.60.1

11.61

11.61.1

11.62
11.62.1
11.63

11.63.1
11.64

11.64.1

11.65
11.65.1

11.65.2
11.66

11.66.1
11.67

11.67.1
11.68

11.69
11.70

11.71

11.71.1
11.71.2

11.72

11.73
11.74

11.75
11.76

11.77

11.78

11.79

11.79.1
11.79.2

11.80

11.80.1
11.80.2
11.81

11.81.1

11.81.2
11.82

11.82.1

11.82.2

11.83

11.84

11.84.1
11.84.2
11.85
11.86

11.86.1
11.87

11.88

11.88.1
11.89

11.89.1
11.90

11.90.1
11.90.2
11.90.3
11.91

11.91.1
11.91.2
11.91.3
11.92

11.92.1
11.92.2
11.92.3
11.93
11.93.1
11.94

11.94.1

11.95

11.95.1

11.96

11.96.1

11.97

11.97.1
11.98

11.98.1
11.99
11.99.1

11.100

11.100.1

11.101

11.102

11.103
11.103.1

11.103.2

11.104

11.104.1

11.105

11.105.1

11.105.2

11.106

11.106.1

11.106.2

11.107
11.107.1
11.107.2

11.108

11.108.1

11.108.2

11.109
11.109.1

11.109.2

11.110

11.111

11.112
 12.0 Sub-Head : Repairs to

12.1

12.1.1
12.1.2
12.2

12.2.1
12.2.2

12.2.3

12.3

12.4

12.4.1

12.5

12.5.1
12.5.2
12.6

12.6.1

12.6.2

12.7

12.7.1
12.7.2
12.8
12.8.1
12.8.2
12.9

12.10
12.11
12.12

12.13

12.14

12.14.1
12.15

12.15.1
12.16

12.16.1

12.16.1.1
12.16.1.2
12.16.2

12.16.2.1
12.16.2.2
12.17

12.18

12.18.1
12.18.2

12.19

12.20

12.21

12.22

12.22.1
12.22.2

12.23

12.24
12.25

12.26
12.26.1
12.26.1.1

12.26.1.2

12.26.2

12.26.2.1

12.26.2.2

12.27

12.27.1
12.28

12.28.1

12.28.2

12.29
12.30

12.30.1

12.30.2
12.31

12.31.1

12.31.2

12.31.3

12.32

12.32.1

12.32.2

12.32.3
12.33
12.33.1

12.33.2

12.33.3

12.34

12.35

12.35.1
12.35.2
12.35.3
12.35.4

12.35.5
12.36

12.37

12.38
12.39
12.40

12.40.1
12.40.2

12.40.3
12.40.4
12.40.5

12.41

12.42

12.43

12.44

12.45

12.46

12.47

12.48
12.49

12.50

12.50.1

12.50.2

12.51

12.52

12.53

12.54

12.55
12.56

12.57

12.58

12.59
12.59.1

12.60

12.60.1
12.61

12.61.1
12.62

12.63
12.64
 13.0 Sub-Head : Dismantli

13.1

13.2

13.2.1

13.2.2

13.3

13.4
13.5

13.6

13.7

13.7.1

13.7.2

13.7.3

13.7.4

13.8

13.8.1

13.8.2
13.8.3

13.9

13.9.1

13.9.2

13.10

13.10.1

13.10.2
13.11

13.11.1
13.11.2

13.12

13.12.1

13.12.2

13.13

13.13.1
13.13.2
13.14

13.14.1

13.14.2

13.15

13.15.1
13.15.2

13.16

13.16.1

13.16.2

13.17

13.17.1
13.17.2
13.18
13.19

13.20

13.21

13.22

13.23

13.23.1

13.23.2

13.24

13.25
13.26

13.27

13.28

13.28.1

13.28.2

13.29

13.30
13.31

13.32

13.33
13.34

13.34.1

13.34.2

13.35

13.36
13.37

13.38

13.39

13.39.1

13.39.2

13.39.3

13.40
13.40.1

13.40.2

13.41

13.42

13.42.1

13.42.2

13.42.3

13.43

13.43.1
13.43.2
13.44

13.44.1
13.44.2

13.45

13.45.1

13.45.2

13.45.3

13.46

13.46.1
13.46.2
13.47

13.47.1
13.47.2

13.48

13.49
13.50

13.51

13.52

13.53

13.53.1

13.53.2

13.54

13.55

13.55.1

13.55.2

13.55.3

13.56

13.57

13.58

13.59

13.60

14.0 Sub-Head : Road Wor

14.1

14.2

14.3
14.3.1
14.3.2
14.3.3
14.3.4
14.3.5
14.3.6
14.3.7
14.3.8

14.3.9
14.3.10
14.4

14.5

14.5.1

14.5.2
14.6

14.6.1
14.7

14.7.1

14.8

14.8.1

14.9
14.10

14.11
14.12

14.12.1
14.13

14.13.1

14.13.2
14.14

14.15

14.15.1

14.15.2

14.16
14.17

14.17.1

14.18

14.18.1

14.19
14.20

14.21
14.22

14.23

14.24

14.24.1
14.24.2

14.24.3
14.25

14.26

14.27

14.28

14.28.1
14.29

14.29.1
14.30

14.30.1
14.30.2
14.31

14.31.1

14.31.1.1

14.31.1.2

14.31.2
14.31.2.1
14.31.2.2
14.32

14.32.1

14.32.2
14.32.3
14.33

14.33.1

14.33.2
14.33.3
14.34

14.35
14.36

14.36.1

14.36.2

14.37

14.37.1

14.37.2
14.38

14.38.1

14.38.2
14.38.3
14.39

14.39.1

14.39.2
14.39.3
14.40

14.41

14.42

14.43

14.43.1
14.43.2

14.44

14.45

14.46

14.46.1
14.47

14.47.1
14.47.2
14.48

14.48.1
14.48.2
14.49

14.50

14.51

14.51.1
14.52

14.53

14.54

14.54.1
14.54.2

14.55

14.55.1

14.55.2

14.56

14.56.1

14.56.2

14.57

14.57.1

14.57.2

14.57.3

14.57.4

14.57.5
14.57.6

14.57.7

14.57.8

14.58

14.58.1
14.58.2

14.59

14.59.1
14.60

14.61

14.62

14.63

14.64

14.65

14.65.1
14.66

14.67
14.68

14.69

14.69.1
14.69.2

14.70

14.71
14.72

14.73

14.73.1
14.73.2
14.73.3
14.74

14.75

14.76

14.77

14.77.1
14.77.2
14.77.3
14.78

14.79

14.80

14.81

14.82

14.83
14.84

14.85

14.85.1

14.86

14.86.1
14.86.2
14.87

14.88

14.89

14.90

14.90.1
14.90.2

14.91

14.92

14.93

14.94

14.95

15.0 Sub-Head : Sanitary I

15.1

15.1.1
15.1.2
15.2

15.2.1
15.2.2
15.3

15.3.1
15.3.2
15.4

15.4.1
15.4.2
15.4.3
15.4.4

15.5

15.5.1
15.5.2
15.5.3

15.5.4
15.6

15.6.1
15.6.2
15.6.3
15.6.4
15.7

15.7.1
15.7.2
15.7.3
15.7.4

15.7.5

15.7.6

15.7.7

15.7.8

15.7.9

15.7.10
15.7.11
15.8

15.9

15.10

15.11

15.11.1
15.12

15.12.1
15.12.1.1

15.12.1.2
15.12.1.3
15.12.1.4
15.12.2

15.12.2.1
15.12.2.2
15.12.2.3
15.13
15.13.1
15.13.2
15.14

15.14.1

15.15
15.15.1
15.15.2
15.16

15.16.1

15.17

15.18

15.19

15.20

15.20.1

15.20.2

15.21

15.21.1
15.21.2
15.22

15.22.1
15.22.2
15.23
15.23.1

15.23.2

15.23.3

15.24

15.25

15.26

15.27

15.28

15.29

15.29.1

15.29.2

15.29.3

15.29.4

15.29.5

15.29.6
15.30
15.30.1

15.31

15.31.1

15.31.2

15.32

15.32.1

15.32.1.1

15.32.1.2

15.32.2
15.32.2.1

15.32.2.2
15.33
15.34

15.35

15.36

15.36.1
15.36.2

15.36.3
15.36.4
15.37

15.38
15.38.1

15.38.2
15.39
15.39.1
15.39.1.1
15.39.1.2
15.39.1.3
15.39.2

15.39.2.1
15.39.2.2
15.39.2.3
15.40

15.40.1
15.40.2

15.41

15.41.1
15.41.2
15.42

15.42.1
15.42.1.1
15.42.1.2
15.42.1.3
15.42.2
15.42.2.1
15.42.2.2
15.42.2.3
15.43
15.43.1
15.43.1.1
15.43.1.2
15.43.1.3

15.43.2
15.43.2.1
15.43.2.2
15.43.2.3

15.44
15.44.1

15.44.1.1
15.44.1.2
15.44.2
15.44.2.1
15.44.2.2

15.45

15.45.1

15.45.1.1
15.45.1.2
15.45.2
15.45.2.1
15.45.2.2

15.46
15.46.1
15.46.1.1
15.46.1.2
15.46.1.3
15.46.2
15.46.2.1
15.46.2.2
15.46.2.3
15.47

15.47.1

15.47.1.1
15.47.1.2
15.47.2
15.47.2.1
15.47.2.2
15.48
15.48.1

15.48.1.1
15.48.1.2
15.48.1.3

15.48.2
15.48.2.1
15.48.2.2
15.48.2.3
15.49

15.49.1
15.49.1.1
15.49.1.2
15.50

15.50.1
15.50.1.1
15.50.1.2

15.50.1.3

15.51

15.51.1
15.51.1.1
15.51.1.2
15.52
15.52.1

15.52.1.1
15.52.1.2
15.52.1.3
15.53
15.53.1
15.53.1.1

15.53.1.2
15.53.1.3

15.53.2
15.53.2.1
15.53.2.2

15.54

15.54.1
15.54.1.1
15.54.1.2
15.54.1.3
15.54.2
15.54.2.1
15.54.2.2
15.54.2.3
15.55
15.55.1
15.55.1.1
15.55.1.2
15.56
15.56.1
15.56.1.1
15.56.1.2

15.56.1.3
15.57
15.57.1

15.57.1.1
15.57.1.2
15.57.2
15.57.2.1
15.57.2.2
15.57.3
15.57.3.1
15.57.3.2
15.58

15.58.1
15.58.1.1
15.58.1.2
15.59
15.59.1

15.59.1.1

15.59.2

15.59.2.1
15.59.2.2
15.60

15.60.1
15.60.1.1
15.60.1.2

15.61
15.61.1
15.61.1.1
15.61.1.2
15.61.2
15.61.2.1
15.61.2.2
15.62
15.62.1
15.62.1.1
15.62.1.2
15.62.1.3

15.62.2
15.62.2.1
15.62.2.2
15.63
15.63.1
15.63.1.1
15.63.1.2
15.63.2
15.63.2.1
15.63.2.2
15.64
15.64.1
15.64.1.1

15.64.2
15.64.2.1
15.65

15.65.1
15.65.2
15.65.3
15.66

15.66.1
15.66.2
15.66.3
15.67

15.67.1
15.67.1.1

15.67.1.2
15.67.1.3
15.67.2
15.67.2.1

15.67.2.2
15.67.2.3
15.68

15.68.1
15.68.2
15.68.3
15.69

15.70

15.71

15.72

15.72.1
15.72.2
15.73

15.73.1
15.73.2

15.74
15.75

15.75.1

15.76

15.76.1
15.76.2

15.77
15.77.1

15.77.2
15.78

15.79

15.80

15.80.1

15.80.2

15.81

15.82

15.83
15.83.1

15.84

15.84.1
15.84.2
15.84.3
15.85

15.86

15.87
15.88

16.0 Sub-Head : Water Sup

16.1

16.1.1
16.1.2
16.1.3
16.1.4
16.1.5
16.1.6
16.2

16.2.1

16.2.2
16.2.3
16.2.4
16.3

16.3.1
16.3.2
16.3.3
16.3.4
16.3.5
16.3.6
16.4

16.4.1
16.4.2
16.4.3
16.4.4

16.4.5

16.5

16.5.1

16.5.2
16.5.3
16.6

16.6.1
16.6.2
16.6.3
16.6.4
16.6.5
16.6.6
16.6.7
16.6.8
16.6.9

16.6.10
16.7
16.7.1
16.7.2
16.7.3
16.7.4
16.7.5
16.7.6
16.7.7

16.8

16.8.1

16.8.2
16.8.3

16.8.4
16.8.5

16.8.6
16.9

16.9.1
16.9.2

16.9.3
16.9.4

16.10

16.10.1
16.10.2
16.10.3
16.10.4
16.10.5
16.10.6
16.10.7
16.10.8

16.10.9
16.10.10
16.11
16.11.1
16.11.2
16.11.3
16.11.4
16.11.5
16.11.6
16.12

16.12.1
16.12.2

16.13

16.13.1
16.13.2
16.13.3
16.13.4

16.13.5
16.13.6
16.13.7
16.13.8
16.14

16.14.1
16.14.2
16.15

16.16
16.16.1

16.16.2
16.17
16.17.1
16.17.2
16.18
16.18.1

16.18.2

16.18.3

16.18.4
16.18.5
16.18.6
16.18.7

16.19

16.19.1
16.19.2

16.19.3
16.20
16.20.1

16.20.1.1
16.20.1.2

16.20.2

16.20.2.1
16.20.2.2
16.20.3

16.20.3.1
16.20.3.2

16.20.4
16.20.4.1
16.20.4.2

16.20.5
16.20.5.1
16.20.5.2
16.20.6
16.20.6.1
16.20.6.2
16.21
16.21.1
16.21.2
16.21.3
16.22

16.22.1
16.22.1.1
16.22.1.2
16.22.2
16.22.2.1
16.22.2.2

16.23
16.23.1
16.23.2
16.24
16.25

16.26

16.26.1
16.26.2
16.27

16.27.1
16.27.2
16.28
16.28.1
16.28.2
16.28.3
16.28.4
16.28.5
16.28.6
16.28.7
16.28.8
16.28.9
16.28.10
16.28.11
16.29

16.29.1
16.29.2
16.29.3
16.29.4
16.29.5
16.29.6
16.29.7
16.29.8
16.29.9
16.29.10
16.29.11

16.30
16.31
16.31.1
16.31.2
16.31.3
16.31.4
16.31.5
16.31.6
16.31.7
16.31.8
16.31.9
16.31.10
16.31.11
16.31.12
16.32

16.32.1

16.32.1.1
16.32.1.2
16.32.2
16.32.2.1
16.32.2.2
16.32.3
16.32.3.1
16.32.3.2
16.32.4
16.32.4.1
16.32.4.2
16.32.5

16.32.5.1
16.32.5.2
16.32.6

16.32.6.1
16.32.6.2
16.33

16.33.1
16.34
16.34.1

16.35

16.35.1

16.36

16.37

16.37.1
16.38

16.38.1
16.39

16.39.1
16.39.2
16.39.3
16.39.4
16.39.5
16.39.6
16.40

16.40.1

16.40.2
16.40.3
16.40.4
16.40.5
16.40.6
16.41

16.41.1
16.41.2
16.41.3
16.41.4
16.41.5
16.41.6
16.41.7

16.41.8
16.42

16.42.1
16.42.2
16.42.3
16.42.4
16.42.5
16.42.6
16.42.7
16.42.8
16.42.9
16.42.10
16.43

16.43.1
16.43.2
16.43.3
16.44

16.45

16.46
16.47

16.47.1
16.47.2
16.47.3
16.47.4
16.47.5
16.47.6

16.47.7
16.47.8

16.48

16.48.1
16.48.2
16.48.3
16.48.4
16.48.5
16.48.6

16.48.7
16.48.8
16.49

16.50

16.51
16.51.1
16.52

16.52.1
16.53

16.53.1

16.54

16.54.1
16.55

16.55.1
16.56

16.57
16.57.1
16.57.2
16.57.3
16.57.4

16.58
16.58.1
16.58.2
16.58.3
16.59
16.59.1
16.59.2

16.60
16.60.1
16.60.2
16.61
16.61.1
16.61.1.1
16.61.1.2
16.61.2
16.61.2.1
16.62

16.62.1
16.62.2
16.62.3
16.63

16.63.1
16.63.2
16.63.3

16.63.4
16.64

16.64.1
16.64.2
16.64.3
16.64.4
16.65

16.65.1
16.65.2
16.65.3
16.65.4
16.65.5
16.66

16.67

16.68

16.69

16.69.1
16.69.2
16.70
16.70.1

16.70.2
16.71
16.71.1
16.71.2
16.72

16.72.1
16.72.2

16.73
16.73.1
16.73.2
16.74

16.74.1
16.74.2
16.74.3

16.74.4
16.74.5
16.74.6
16.74.7
16.74.8
16.74.9
16.74.10

16.74.11
16.74.12
16.74.13

16.74.14
16.74.15
16.75

16.75.1

16.75.2
16.75.3
16.75.4
16.75.5
16.75.6
16.75.7
16.75.8

16.75.9
16.75.10
16.76
16.76.1
16.76.2
16.76.3
16.76.4

16.76.5
16.76.6
16.76.7
16.76.8
16.76.9
16.76.10
16.76.11
16.76.12
16.76.13
16.76.14
16.76.15
16.76.16
16.76.17
16.76.18
16.76.19
16.76.20

16.76.21
16.76.22
16.76.23
16.76.24
16.76.25
16.76.26
16.76.27
16.76.28
16.76.29
16.77

16.77.1
16.77.2
16.77.3
16.77.4

16.77.5
16.77.6
16.77.7
16.77.8
16.77.9
16.77.10
16.77.11
16.77.12
16.77.13
16.77.14
16.77.15
16.78

16.78.1
16.78.2
16.78.3
16.78.4
16.78.5
16.78.6
16.78.7
16.78.8
16.78.9
16.78.10

16.78.11
16.79

16.79.1
16.79.2
16.80

16.80.1
16.80.2
16.80.3
16.81
16.81.1
16.82

16.83

16.84

16.85

16.85.1
16.85.2
16.85.3
16.85.4
16.85.5
16.85.6
16.85.7
16.85.8

16.85.9
16.85.10
16.85.11

16.85.12
16.86
16.86.1
16.86.2
16.86.3
16.86.4
16.86.5
16.86.6
16.86.7

16.86.8
16.86.9
16.86.10
16.86.11
16.86.12
16.87

16.87.1
16.87.2
16.87.3
16.87.4
16.87.5
16.87.6
16.87.7

16.87.8
16.87.9
16.87.10

16.87.11

16.87.12

16.88
16.88.1
16.88.2

16.88.3
16.88.4
16.88.5
16.88.6
16.88.7
16.88.8
16.88.9
16.88.10
16.88.11
16.88.12
16.89

16.89.1

16.90

16.90.1
16.90.2
16.90.3
16.90.4
16.90.5
16.90.6
16.91

16.91.1
16.91.2
16.91.3
16.91.4
16.91.5
16.91.6
16.92

16.92.1

16.92.2
16.93

16.93.1

16.93.2

16.94

16.94.1
16.94.2
16.94.3
16.94.4
16.94.5

16.94.6
16.95

16.95.1
16.95.2
16.95.3
16.95.4
16.95.5

16.95.6
16.96

16.96.1
16.96.2
16.96.3
16.96.4
16.96.5
16.96.6
16.96.7
16.96.8
16.96.9

16.96.10
16.96.11
16.96.12
16.96.13
16.96.14
16.96.15
16.97

16.97.1

16.97.2
16.97.3

16.97.4
16.97.5
16.97.6
16.97.7

16.97.8
16.97.9
16.97.10
16.97.11

16.98

16.98.1
16.98.2

16.98.3
16.98.4
16.98.5
16.98.6
16.99

16.99.1

16.99.2
16.99.3

16.99.4
16.99.5

16.99.6
16.100

16.100.1
16.100.2
16.100.3
16.100.4

16.100.5
16.100.6
16.101

16.101.1
16.101.2
16.101.3
16.101.4
16.101.5

16.101.6
16.102

16.102.1
16.102.2
16.102.3
16.102.4

16.102.5
16.102.6
16.103

16.103.1
16.103.2

16.103.3
16.103.4
16.103.5
16.103.6
16.104

16.104.1

16.104.2
16.104.3

16.104.4
16.104.5
16.104.6

16.105

16.105.1
16.105.2

16.105.3
16.105.4

16.105.5
16.105.6
16.105.7
16.105.8
16.105.9
16.105.10

16.105.11
16.105.12
16.105.13

16.105.14
16.105.15
16.106

16.106.1
16.106.2

16.106.3
16.106.4
16.106.5
16.106.6
16.106.7
16.106.8
16.106.9
16.106.10
16.106.11

16.106.12

16.106.13

16.107

16.107.1

16.107.2

16.107.3
16.107.4

16.107.5

16.107.6
16.107.7
16.107.8
16.107.9

16.107.10
16.107.11
16.107.12

16.107.13
16.107.14

16.107.15

16.107.16

16.107.17
16.107.18

16.107.19

16.107.20
16.107.21

16.108

16.108.1

16.108.2
16.108.3

16.108.4

16.108.5
16.108.6

16.108.7

16.108.8

16.108.9
16.108.10

16.108.11
16.108.12
16.108.13

16.108.14
16.108.15
16.108.16

16.108.17

16.108.18
16.108.19
16.108.20
16.108.21

16.109

16.109.1

16.109.2

16.109.3

16.109.4
16.109.5
16.109.6
16.109.7
16.109.8
16.109.9
16.109.10
16.109.11
16.110
16.110.1
16.110.2

16.110.3

16.110.4
16.110.5
16.110.6
16.110.7

16.110.8
16.110.9
16.110.10

16.110.11
16.110.12
16.111

16.111.1
16.111.2
16.111.3
16.111.4
16.111.5
16.111.6
16.111.7
16.112

16.112.1
16.112.2

16.112.3

16.112.4

16.112.5

16.112.6

16.112.7

16.112.8

16.112.9

16.112.10

16.112.11

16.113

16.113.1

16.113.2
16.113.3

16.113.4

16.113.5
16.113.6

16.113.7

16.114

16.114.1
16.114.2

16.114.3
16.114.4

16.114.5
16.114.6

16.114.7

16.115

16.115.1

16.115.2

16.115.3
16.115.4
16.115.5

16.115.6
16.115.7
16.115.8
16.115.9
16.116

16.116.1
16.116.2
16.116.3
16.116.4

16.116.5
16.116.6

16.117

16.117.1
16.117.2
16.117.3

16.117.4
16.117.5
16.117.6
16.117.7
16.117.8
16.117.9
16.117.10
16.118

16.118.1

16.118.2
16.118.3
16.118.4
16.118.5
16.118.6

16.119

16.119.1
16.119.2
16.119.3
16.119.4
16.119.5
16.119.6

16.120

16.120.1
16.120.2
16.120.3
16.120.4

16.120.5
16.120.6
16.121

16.121.1
16.121.2

16.121.3
16.122

16.122.1
16.122.2
16.122.3
16.123

16.123.1

16.123.2

16.123.3

16.123.4
16.123.5
16.123.6
16.123.7
16.124

16.124.1
16.124.2
16.125

16.125.1
16.125.2

16.125.3

17.0 Sub-Head : Drainage

17.1

17.1.1
17.1.2

17.1.3
17.1.4
17.1.5

17.2

17.2.1
17.2.2

17.2.3
17.2.4

17.3

17.3.1

17.3.2
17.3.3

17.3.4

17.3.5

17.4

17.4.1

17.4.1.1

17.4.1.2

17.4.2
17.4.2.1

17.4.2.2

17.4.3

17.4.3.1

17.4.3.2

17.5
17.5.1

17.5.2

17.5.3

17.5.4

17.5.5

17.5.6
17.5.7

17.5.8
17.6

17.6.1

17.6.2

17.6.3
17.6.4
17.6.5
17.6.6
17.6.7
17.6.8

17.6.9
17.6.10

17.6.11

17.6.12

17.6.13

17.7

17.7.1

17.7.1.1

17.7.1.2

17.7.2

17.7.2.1

17.7.2.2

17.7.3
17.7.3.1

17.7.3.2

17.8

17.8.1
17.8.1.1
17.8.1.2
17.8.2
17.8.2.1

17.8.2.2

17.9

17.9.1
17.9.1.1

17.9.1.2

17.10
17.10.1

17.10.2

17.11

17.11.1

17.11.1.1

17.11.1.2

17.12
17.12.1
17.12.2
17.13
17.13.1

17.13.1.1

17.13.1.2

17.14

17.14.1

17.14.2

17.15

17.15.1

17.15.2

17.16

17.17

17.17.1
17.17.2

17.18

17.18.1

17.18.2

17.18.3

17.19

17.19.1

17.19.1.1
17.19.1.2

17.19.1.3

17.19.2

17.19.2.1
17.19.2.2
17.19.3
17.19.3.1

17.19.4
17.19.4.1
17.20

17.21

17.21.1
17.21.2

17.21.3
17.22

17.22.1

17.22.2
17.23

17.23.1

17.23.2

17.24

17.24.1

17.24.2
17.24.3
17.24.4
17.25
17.25.1
17.25.2
17.25.3
17.25.4
17.26

17.26.1
17.26.2

17.26.3
17.26.4
17.27

17.27.1
17.28

17.28.1
17.29

17.29.1
17.30

17.30.1
17.30.1.1

17.30.2
17.30.2.1

17.30.3
17.30.3.1
17.31
17.31.1

17.31.1.1

17.31.2

17.31.2.1

17.31.3

17.31.3.1

17.32

17.32.1
17.33

17.34

17.34.1
17.34.2
17.35
17.35.1

17.35.2

17.35.3
17.35.4
17.35.5
17.35.6

17.36

17.36.1
17.36.2
17.36.3

17.36.4
17.36.5
17.36.6

18.0 Sub-Head : Pile Work

18.1

18.1.1

18.1.2

18.1.3

18.1.4

18.1.5

18.1.6

18.1.7
18.1.8

18.2

18.2.1

18.2.2

18.2.3
18.2.4

18.3

18.3.1

18.3.2
18.3.3

18.3.4

18.3.5

18.4

18.4.1

18.4.2

18.4.3

18.4.4

18.5
18.5.1

18.5.2

18.5.3

18.5.4

18.6

18.6.1

18.6.2

18.6.3
18.6.4

18.6.5

18.6.6

18.7
18.7.1

18.7.1.1

18.7.1.2

18.7.2

18.7.2.1
18.7.2.2

18.7.3

18.7.3.1

18.7.3.2

18.8

18.8.1
18.8.1.1
18.8.1.2

18.8.2
18.8.2.1

18.9

18.9.1
18.9.2

18.10

19.0 Sub-Head : Aluminium

19.1

19.1.1

19.1.1.1

19.1.1.2

19.1.1.3

19.1.2
19.1.2.1

19.1.2.2

19.1.2.3

19.2

19.2.1

19.2.2
19.3

19.3.1
19.3.2
19.3.3
19.4

19.4.1
19.4.2
19.5

19.6

19.7

19.7.1

19.7.2

19.8

19.8.1

19.9
19.9.1

19.9.2

19.10

19.11

19.11.1

19.11.2
19.11.3

19.11.4

19.11.5

19.12

19.12.1

19.12.2
19.12.3

19.13

19.14

19.15

19.15.1

19.15.2
19.15.3

19.16

19.16.1

19.16.2

19.16.3
19.17

19.18

19.19

19.19.1
19.19.2
19.19.3

20.0 Sub-Head : Water Pro

20.1
20.1.1
20.2

20.2.1
20.3
20.4

20.4.1

20.4.2

20.4.3

20.5

20.6
20.7
20.7.1

20.8

20.8.1
20.9

20.10

20.11

20.12

20.13

20.13.1

20.13.2

20.14
20.14.1

20.14.2

20.14.3

20.15

20.16
20.17

20.17.1

20.17.2
20.18

20.19

20.20

20.21

20.21.1

20.21.2
20.22

21.0 Sub-Head : Rain Wate

21.1

21.1.1

21.1.1.1

21.1.1.2

21.1.1.3
21.1.2

21.1.2.1

21.1.2.2

21.1.2.3

21.2

21.2.1
21.2.1.1
21.2.1.2

21.2.1.3

21.2.2

21.2.2.1

21.2.2.2

21.2.2.3

21.3

21.3.1

21.3.2

21.3.3

21.4
21.4.1

21.4.2

21.4.3

21.5

21.6

21.7

21.8

21.9

21.10
21.10.1

21.10.2

21.10.3

21.11

21.11.1

21.11.2
21.11.3
21.12

21.13

21.13.1
21.13.2

21.13.3
21.14

21.14.1

21.14.2

21.14.3
21.15

21.15.1
21.15.2
21.15.3

22.0 Sub-Head : Conservati

22.1

22.2

22.3

22.4

22.5

22.6

22.7
22.8

23.0 Sub-Head : Structural

23.1

23.2
23.3

23.4

23.5

23.6
23.7
 24.0 Sub-Head : NEW TEC

24.1

24.2

24.3

24.4
24.5

24.6

24.7

24.8

24.9

24.9.1

24.9.2

24.9.3

24.9.4

24.9.5

24.10
24.10.1

24.10.2

24.11

24.12

24.13

24.14

24.15

24.16
24.17

24.18

24.19

24.20

24.21

24.22
24.22.1

24.22.2
24.22.3
24.22.4

24.22.5

24.22.6
24.22.7
24.22.8

24.22.9
24.22.10
24.22.11

24.22.12

24.22.13
24.22.14

24.22.15

24.23

24.23.1
24.23.2

24.24

24.24.1
24.24.2

24.25

24.25.1
24.26

24.26.1

24.27

24.28

24.28.1
24.28.2
24.29

24.29.1
24.29.2
24.29.3

24.30

24.30.1
24.30.2
24.30.3
24.31

24.31.1
24.31.2
24.32

24.32.1
24.33

24.33.1

24.33.2
24.34

24.34.1
24.34.2
24.34.3
24.35

24.35.1
24.35.2
24.36

24.36.1
24.36.2
24.36.3
24.37

24.37.1

24.37.2

24.37.3
24.38

24.38.1
24.39

24.40

24.40.1
24.40.2
24.40.3
24.41

24.42

24.43
24.44

24.44.1

24.44.2

24.45

24.45.1

24.45.2

24.46
24.47

24.47.1
24.47.2

24.48

24.48.1

24.48.2

24.49

24.50

24.50.1
24.50.2
24.50.3
24.50.4
24.50.5
24.51

24.51.1

24.51.2

24.51.3

24.51.4

24.51.5

24.51.6

24.52
24.53

24.54

24.55

24.56

24.57

24.58

24.59
24.60

24.61

24.62

24.63

24.64

24.64.1
24.65

24.66

24.67

24.67.1
24.68

24.68.1
24.69

24.69.1
24.70

24.70.1
24.71

24.72

24.72.1
24.72.1.1

24.72.1.2

24.72.1.3

24.72.1.4

24.72.1.5

24.72.1.6

24.72.1.7

24.72.1.8

24.72.2
24.72.2.1
24.72.2.2
24.72.2.3
24.72.2.4
24.72.2.5
24.72.2.6
24.72.2.7
24.72.2.8
24.72.3
24.72.3.1
24.72.3.2
24.72.3.3
24.72.3.4
24.72.3.5
24.72.3.6
24.72.3.7
24.72.3.8
24.73

24.73.1
24.73.2
24.73.3
24.73.4
24.74

24.75

24.75.1
24.75.2
24.76

24.76.1
24.76.2
24.76.3
24.77

24.77.1
24.78

24.78.1
24.78.2
24.78.3
24.79

24.79.1

24.80

24.81

24.82

24.82.1

24.82.2

24.82.3

24.82.4

24.82.5

24.82.6

24.82.7
24.82.8

24.82.9

24.83

24.83.1

24.83.2

24.83.3

24.84

24.84.1
24.84.2
24.84.3
24.84.4
24.84.5
24.84.6
24.84.7
24.85
24.85.1
24.85.2
24.86

24.86.1
24.86.2
24.87

24.87.1
24.87.2
24.88

24.88.1
24.88.2
24.89

24.90

24.90.1
24.90.2
24.91

24.91.1
24.91.2
24.92

24.93
24.93.1

24.93.2
 DSR Code

Description of Item Unit

White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar
tap

No.

Description of Item Unit

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well
as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift up to 1.5
m, as directed by Engineer-in-Charge:
All kinds of soil Sqm

Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers
not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 'A tonne roller or
wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8
tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or
filling up ground depressions, lead upto 50 m and for all lift

All kinds of soil Cum

Banking excavated earth by mechanical / manual means in layers not exceeding 20 cm in depth,
breaking clods, watering, rolling each layer with 'A tonne roller, or wooden or steel rammers, and
roiling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in
embankments for roads, flood banks, marginal banks, and guide banks etc, lead upto 50 m and for
all lift:
All kinds of soil Cum

Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated earth in layers Cum
not exceeding 20 cm in depth.
Deduct for not watering the excavated earth for banking Cum

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas
(exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and
disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge.

All kinds of soil Cum

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas
(exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and
disposal of excavated earth, lead up to 50 m and lift up to 1.5m, as directed by Engineer-in-Charge.

Ordinary rock Cum

Hard rock (requiring blasting) Cum

Hard rock (blasting prohibited) Cum
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation
trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and
ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus
excavated soil as directed, within a lead of 50 m.

All kinds of soil. Cum

Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches
or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming
of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus
excavated soils as directed, within a lead of 50m.

Ordinary rock Cum

Hard rock (requiring blasting) Cum

Hard rock (blasting prohibited) Cum
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and
dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil,
and then returning the soil as required, in layers not exceeding 20 cm in depth, including
consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated
soil as directed, within a lead of 50 m :

All kinds of soil

Pipes, cables etc, not exceeding 80 mm dia. m

Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia m
Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm. m
Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth
up to 1.5 m, including getting out the excavated materials, returning the soil as required in layers
not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering
etc., stacking serviceable material for measurements and disposal of unserviceable material as
directed, within a lead of 50m :

Ordinary rock :

Pipes, cables etc. not exceeding 80 mm dia. m

Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. m

Pipes, cables exceeding 300 mm dia but not exceeding 600mm dia m

Hard rock (requiring blasting)

Pipes, cables etc. not exceeding 80 mm dia. m

Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. m

Pipes, cables etc. exceeding 300 mm dia but not exceeding 600mm dia m

Hard rock (blasting prohibited)

Pipes, cables etc. not exceeding 80 mm dia. m

Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. m

Pipes, cables etc. exceeding 300 mm dia but not exceeding 600mm dia. m
Extra for excavating trenches for pipes, cables etc. in ordinary / hard rock exceeding 1.5m in depth
but not exceeding 3m.(Rate is over corresponding basic item for depth upto 1.5 metre).
Ordinary rock

Pipes, cables etc., exceeding 80 mm dia but not exceeding 300 mm dia. m
Pipes, cables etc., exceeding 300 mm dia but not exceeding 600 mm dia. m
Hard rock
Pipes, cables etc., exceeding 80 mm dia but not exceeding 300 mm dia. m
Pipes, cables etc., exceeding 300 mm dia but not exceeding 600 mm dia. m
Hard rock (blasting prohibited)
Pipes, cables etc., exceeding 80 mm dia but not exceeding 300 mm dia. m
Pipes, cables etc., exceeding 300 mm dia but not exceeding 600 mm dia. m
Extra for excavating trenches for pipes, cables etc. in ordinary / hard rock exceeding 3m in depth,
but not exceeding 4.5m.(Rate is over corresponding basic item for depth upto 1.5 metre).
Ordinary rock

Pipes, cables etc., exceeding 300 mm dia but not exceeding 600 mm dia. m
Close timbering in trenches including strutting, shoring and packing cavities (wherever required)
complete. (Measurements to be taken of the face area timbered).
Depth not exceeding 1.5 m. Sqm

Depth exceeding 1.5 m but not exceeding 3 m. Sqm

Depth exceeding 3 m but not exceeding 4.5 m. Sqm
Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring
and packing cavities (wherever required) etc. complete.(Measurements to be taken of the face area
timbered).
Depth not exceeding 1.5 m. Sqm

Depth exceeding 1.5 m but not exceeding 3 m. Sqm

Depth exceeding 3 m but not exceeding 4.5 m. Sqm
Close timbering over areas including strutting, shoring and packing cavities (wherever required) etc.
complete. (Measurements to be taken of the face area timbered) :
Depth not exceeding 1.5 m. Sqm

Depth exceeding 1.5 m but not exceeding 3 m. Sqm

Depth exceeding 3 m but not exceeding 4.5 m. Sqm
Extra for planking, strutting and packing materials for cavities (in close timbering) if required to be Sqm
left permanently in position. (Face area of timber permanently left to be measured).
Open timbering in trenches including strutting and shoring complete (measurements to be taken of
the face area timbered):

Depth not exceeding 1.5 m. Sqm

Depth exceeding 1.5 m but not exceeding 3 m. Sqm
Depth exceeding 3 m but not exceeding 4.5 m. Sqm
Open timbering in case of shafts, wells, cesspits, manholes and the like including strutting and
shoring complete (Measurements to be taken of the face area timbered):
Depth not exceeding 1.5 m. Sqm

Depth exceeding 1.5 m but not exceeding 3 m. Sqm

Depth exceeding 3 m but not exceeding 4.5 m. Sqm
Open timbering over areas including strutting, shoring etc. complete. (Measurements to be taken of
the face area timbered):
Depth not exceeding 1.5 m. Sqm

Depth exceeding 1.5 m but not exceeding 3 m. Sqm

Depth exceeding 3 m but not exceeding 4.5 m. Sqm
Extra for planking and strutting in open timbering if required to be left permanently in position. Sqm
(Face area of the timber permanently left to be measured).
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in Cum
layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering,
lead up to 50 m and lift up to 1.5 m.
Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a Cum
lead of 5 km, also including ramming and watering of the earth in layers not exceeding 20 cm in
trenches, plinth, sides of foundation etc., complete.

Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked
materials.

All kinds of soil. Cum

Ordinary or hard rock. Cum

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating Cum
and dressing complete.
Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm
deep and disposal of rubbish, lead up to 50 m and lift upto1.5 m.
All kinds of soil. Sqm

Ploughing the existing ground to a depth of 15 cm to 25 cm and watering the same.

All kinds of soil. Sqm

Excavating holes more than 0.10 cum & up to 0.5 cum including getting out the excavated soil, then
returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each
deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a
lead of 50 m and lift upto1.5 m.
All kinds of soil. No.

Ordinary rock No.

Hard rock (requiring blasting) No.
Hard rock (blasting prohibited) No.
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth Sqm
up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a
distance of 50m outside the periphery of the area cleared.
Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area Sqm
cleared.

Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of
trunks and branches, removing the roots and stacking of serviceable material and disposal of
unserviceable material.
Beyond 30 cm girth up to and including 60 cm girth No.

Beyond 60 cm girth up to and including 120 cm girth No.

Beyond 120 cm girth up to and including 240 cm girth No.
Above 240 cm girth No.
Supplying chemical emulsion in sealed containers including delivery as specified.
Chlorpyriphos/ Lindane emulsifiable concentrate of 20% Ltr

Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti- termite treatment
(excluding the cost of chemical emulsion) :
Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of
the vertical surface of the substructure to a depth of 300 mm including excavation channel along
the wall & rodding etc. complete:
With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. m

Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per
linear metre including drilling and plugging holes etc.
With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. m

Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart
including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse
sand) to match the existing floor :
 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. Sqm

Treatment of existing masonry using chemical emulsion @ one litre per hole at 300 mm interval
including drilling holes at 45 degree and plugging them with cement mortar 1:2 (1 cement : 2 coarse
sand) to the full depth of the hole :
With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. m

Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/ Lindane (in oil or m
kerosene based solution) @ 0.5 litres per hole by drilling 6 mm dia holes at downward angle of 45
degree at 150 mm centre to centre and sealing the same.
Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-Charge. Cum

Supply and stacking of Fly ash conforming to IRC- 58 at site, including carriage, loading , unloading Cum
& stacking up to any lead (measured stacks will be reduced by 20% for payment).
Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each Cum
layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%)
after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with
earth having total minimum compacted thickness 30 cm or as decided by Engineer -in- charge,
including compacting each layer by rolling/ ramming and watering , all complete as per drawing and
direction of Engineer -in - charge.

Total of the Sub-Head - Earth Work :

2.0 Sub-Head : Concrete Work

Providing and laying in position cement concrete of specified grade excluding the cost of centering
and shuttering - All work up to plinth level :
1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate Cum
20 mm nominal size derived from natural sources).

1:1½:3 (1 Cement: 1½ coarse sand(zone-III) including manufactured sand derived from Recycled Cum
concrete aggregate (RCA) up to 25% : 3 graded stone aggregate 20 mm nominal size incuding
Recycled concrete aggregate (RCA) up to 25%).

1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 Cum
mm nominal size derived from natural sources)
1:2:4 (1 cement : 2 coarse sand(zone-III) including manufactured sand derived from Recycled Cum
concrete aggregate (RCA) up to 25% : 4 graded stone aggregate 20 mm nominal size including
Recycled concrete aggregate (RCA) )

1:2:4 (1 Cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate Cum
40 mm nominal size derived from natural sources).
1:3:6 (1 Cement : 3 coarse sand(zone-III) derived from natural sources : 6 graded stone aggregate Cum
20 mm nominal size derived from natural sources).
1:3:6 (1 Cement : 3 coarse sand(zone-III) including manufactured sand derived from Recycled Cum
concrete aggregate (RCA) up to 25% : 6 graded stone aggregate 20 mm nominal size including
Recycled concrete aggregate (RCA)).
1:3:6 (1 Cement : 3 coarse sand(zone-III) including manufactured sand derived from Recycled Cum
concrete aggregate (RCA) up to 25% : 6 graded stone aggregate 20 mm nominal size including
Recycled aggregate (RA)).
1:3:6 (1 Cement : 3 coarse sand(zone-III) derived from natural sources : 6 graded stone aggregate Cum
40 mm nominal size derived from natural sources).
1:3:6 (1 Cement : 3 coarse sand(zone-III) including manufactured sand derived from Recycled Cum
concrete aggregate (RCA) up to 25% : 6 graded stone aggregate 40 mm nominal size including
Recycled aggregate (RA)).
1:4:8 (1 Cement : 4 coarse sand(zone-III) derived from natural sources : 8 graded stone aggregate Cum
40 mm nominal size derived from natural sources).
1:4:8 (1 Cement : 4 coarse sand(zone-III) including manufactured sand derived from Recycled Cum
concrete aggregate (RCA) up to 25% : 8 graded stone aggregate 40 mm nominal size including
Recyce aggregate (RA)).
1:5:10 (1 cement : 5 coarse sand(zone-III) derived from natural sources : 10 graded stone aggregate Cum
40 mm nominal size derived from natural sources)

1:5:10 (1 cement : 5 coarse sand(zone-III) including manufactured sand derived from Recycled Cum
concrete aggregate (RCA) : 10 graded stone aggregate 40 mm nominal size including Recycled
aggregate (RA))
1:5:10 (1 cement : 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm Cum
nominal size derived from natural sources)
1:2:3½:9 (1 ordinary portland cement : 2 Fly ash : 3½ coarse sand(zone-III) derived from natural Cum
sources : 9 graded stone aggregate 40 mm nominal size derived from natural sources).

1:2:3½:9 (1 ordinary portland cement : 2 Fly ash : 3½ coarse sand(zone-III) including manufactured Cum
sand derived from Recycled concrete aggregate (RCA) up to 25% : 9 graded stone aggregate 40 mm
nominal size including Recycled concrete aggregate (RCA)).
1:2½:4:11 (1 ordinary portland cement : 2½ fly ash : 4 coarse sand(zone-III derived from natural Cum
sources) : 11 graded stone aggregate 40 mm nominal size derived from natural sources)

1:2½:4:11 (1 ordinary portland cement : 2½ fly ash : 4 coarse sand(zone-III including manufactured Cum
sand derived from Recycled concrete aggregate (RCA) up to 25%) : 11 graded stone aggregate 40
mm nominal size including Recycled aggregate (RA))
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including
attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing
courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up
to floor five level, excluding the cost of centering, shuttering and finishing :

1:1½:3 (1 cement : 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone Cum
aggregate 20 mm nominal size derived from natural sources).

1:1½:3 (1 cement : 1½ coarse sand(zone-III) including manufactured sand derived from Recycled Cum
concrete aggregate (RCA) up to 25% : 3 graded stone aggregate 20 mm nominal size including
Recycled concrete aggregate (RCA)).

1:2:4 (1 Cement : 2 coarse sand derived from natural sources : 4 graded stone aggregate 20 mm Cum
nominal size derived from natural sources)
1:2:4 (1 Cement : 2 coarse sand including manufactured sand derived from Recycled concrete Cum
aggregate (RCA) up to 25% : 4 graded stone aggregate 20 mm nominal size including Recycled
concrete aggregate (RCA))

1:3:6 (1 cement : 3 coarse sand derived from natural sources : 6 graded stone aggregate 20 mm Cum
nominal size derived from natural sources).
1:3:6 (1 cement : 3 coarse sand including manufactured sand derived from Recycled concrete Cum
aggregate (RCA) up to 25% : 6 graded stone aggregate 20 mm nominal size including Recycled
concrete aggregate (RCA)).
1:3:6 (1 cement : 3 coarse sand including manufactured sand derived from Recycled concrete Cum
aggregate (RCA) up to 25% : 6 graded stone aggregate 20 mm nominal size including Recycled
aggregate (RA)).
1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate Cum
40 mm nominal size derived from natural sources).

1:5:10 (1 cement : 5 coarse sand(zone-III) including manufactured sand derived from Recycled Cum
concrete aggregate (RCA) up to 25% : 10 graded stone aggregate 40 mm nominal size including
Recycled aggregate (RA)).
Centering and shuttering including strutting, propping etc. and removal of form work for :

Foundations, footings, bases for columns. Sqm

Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth Sqm
and string courses fillets, kerbs and steps etc..
Columns, piers, abutments, pillars, posts and struts. Sqm
Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding
the cost of centering, shuttering and finishing.
1:1½:3 (1 Cement : 1½ coarse sand (Zone III) derived from natural sources : 3 graded stone Cum
aggregate 20 mm nominal size derived from natural sources).

1:1½:3 (1 Cement : 1½ coarse sand (Zone III) including manufactured sand derived from Recycled Cum
concrete aggregate (RCA) up to 25% : 3 graded stone aggregate 20 mm nominal size including
Recycled concrete aggregate (RCA)).
Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings,
bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc. including
hoisting and setting in position with cement mortar 1:3 (1 Cement : 3coarse sand), cost of required
centering complete.

1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources : 3 graded stone Cum
aggregate 20mm nominal size derived from natural sources).

1:1.5:3 (1 cement : 1.5 coarse sand(Zone III) including manufactured sand derived from Recycled Cum
concrete aggregate (RCA) up to 25% : 3 graded stone aggregate 20mm nominal size Recycled
concrete aggregate (RCA) up to 25%).

Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per
approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand),
including the cost of required centering, shuttering complete.

1:1½:3 (1 Cement : 1½ coarse sand (Zone III) derived from natural sources : 3 graded stone Cum
aggregate 20 mm nominal size derived from natural sources).

1:1½:3 (1 Cement : 1½ coarse sand (Zone III) including manufactured sand derived from Recycled Cum
concrete aggregate (RCA) up to 25% : 3 graded stone aggregate 20 mm nominal size Recycled
concrete aggregate (RCA) up to 25%).

Providing and fixing up to floor five level precast cement concrete solid block including hoisting and
setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering,
shuttering complete :
1:1½:3 (1 Cement : 1½ coarse sand (Zone III) derived from natural sources : 3 graded stone Cum
aggregate 20 mm nominal size derived from natural sources).

1:1½:3 (1 Cement : 1½ coarse sand (Zone III) including manufactured sand derived from Recycled Cum
concrete aggregate (RCA) up to 25% : 3 graded stone aggregate 20 mm nominal size Recycled
concrete aggregate (RCA) up to 25%).

Providing and fixing up to floor five level precast cement concrete hollow block including hoisting
and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required
centering, shuttering complete.
1:1½:3 (1 Cement : 1½ coarse sand (Zone III) derived from natural sources : 3 graded stone Cum
aggregate 20 mm nominal size derived from natural sources).

1:1½:3 (1 Cement : 1½ coarse sand (Zone III) including manufactured sand derived from Recycled Cum
concrete aggregate (RCA) up to 25% : 3 graded stone aggregate 20 mm nominal size Recycled
concrete aggregate (RCA) up to 25%).
Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including No.
providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and
450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement
concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone
aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size
250x250x450mm deep for the same in bitumen/ concrete pavement at specified spacing.

Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including No.
providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and
450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement
concrete 1:3:6 (1 Cement : 3 coarse sand manufactured sand derived from Recycled concrete
aggregate (RCA) up to 25% : 6 graded stone aggregate 20 mm nominal size Recycled concrete
aggregate (RCA)), including necessary excavation of size 250x250x450mm deep for the same in
bitumen/ concrete pavement at specified spacing.

Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including No.
providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and
450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement
concrete 1:3:6 (1 Cement : 3 manufactured sand derived from Recycled concrete aggregate (RCA) :
6 graded stone aggregate 20 mm nominal size Recycled aggregate (RC)), including necessary
excavation of size 250x250x450mm deep for the same in bitumen/ concrete pavement at specified
spacing.

Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 Sqm
coarse sand (Zone III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size
derived from natural sources).

Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 Sqm
coarse sand (Zone III) including manufactured sand derived from Recycled concrete aggregate (RCA)
up to 25% : 4 graded stone aggregate 12.5mm nominal size Recycled concrete aggregate (RCA) up
to 25%).

Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 Sqm
coarse sand (Zone III) derived from natural sources : 4 graded stone aggregate 20mm nominal size
derived from natural sources).
Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 Sqm
coarse sand (Zone III) including manufactured sand derived from Recycled concrete aggregate (RCA)
up to 25% : 4 graded stone aggregate 20mm nominal size Recycled concrete aggregate (RCA) up to
25%).

Extra for providing and mixing water proofing material in cement concrete work in doses by weight units
of cement as per manufacturer’s specification.
Providing and applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality Sqm
using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and
finally with apiece of cloth lightly soaked in kerosene oil.

Extra for concrete work in superstructure above floor V level for each four floors or part thereof by Cum
mechanical means.
Extra for laying concrete in or under foul positions. Cum

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand derived Sqm
from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and
grouted with fine sand, including necessary excavation leveling and dressing and finishing the top
smooth.

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 manufactured sand Sqm
derived from Recycled concrete aggregate (RCA) : 6 graded stone aggregate 20 mm nominal size
Recycled concrete aggregate (RCA)) over 75mm thick bed of dry brick ballast 40 mm nominal size,
well rammed and consolidated and grouted with fine sand, including necessary excavation leveling
and dressing and finishing the top smooth.

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 manufactured sand Sqm
derived from Recycled concrete aggregate (RCA) : 6 graded stone aggregate 20 mm nominal size
Recycled aggregate (RA)) over 75mm thick bed of dry brick ballast 40 mm nominal size, well
rammed and consolidated and grouted with fine sand, including necessary excavation leveling and
dressing and finishing the top smooth.

Extra for addition of synthetic Polyester triangular fiber of length 12mm, effective diameter 10-40 units
microns and specific gravity of 1.34 to 1.40 in cement concrete/ RCC/ Flooring/ water retaining
structures by using 125gms of synthetic Polyester triangular fiber for 50 Kg cement used as per
directions of Engineer-in-Charge.

Providing and laying in position ready mixed plain cement concrete, with cement content as per
approved design mix and manufactured in fully automatic batching plant and transported to site of
work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix
design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit
mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including
cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard
setting of concrete, improve workability without impairing strength and durability as per direction
of the Engineer - in - charge.
Note : 1) Excess/ less cement used than specified in this item is payable/ recoverable separately.

All works up to plinth level:

M-15 grade plain cement concrete (cement content considered @ 240 kg/cum). Cum
M-10 grade plain cement concrete (cement content considered @ 220 kg/cum). Cum
Concrete of M20 grade with minimum cement content of 270 kg /cum Cum
Concrete of M25 grade with minimum cementcontent of 300 kg /cum Cum
All works above plinth and up to floor V level:
M-15 grade plain cement concrete (cement content considered @ 220 kg/cum) Cum

M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) Cum

Concrete of M20 grade with minimum cementcontent of 270 kg /cum Cum

Concrete of M25 grade with minimum cementcontent of 300 kg /cum Cum

Providing and laying in position ready mixed or site batched design mix cement concrete for plain
cement concrete work; using coarse aggregate and fine aggregate derived from natural sources and
usingrecycled concrete aggregate (RCA) as coarse aggregate and fine aggregate within the
permissible utilization, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in
recommended proportions as per IS: 9103 to accelerate / retard setting of concreteto improve
durability and workability without impairing strength; including pumping of concrete to site of
laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as
per direction of the engineer-in-charge; for the following grades of concrete.

Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be
payable separately. In case the cement contentin design mix is more than 110% of the minimum
specified cement content, the Contractor shall have discretion to either re-design the mix or bear
the cost of extra cement.
 All works upto plinth level

Concrete of M10 grade with minimum cementcontent of 220 kg /cum.

(Note: The permissible utilization of Recycled Concrete Aggregate (RCA) as coarse aggregate and Cum
fine aggregate is 100% each).
Concrete of M15 grade with minimum cementcontent of 240 kg /cum.

(Note: The permissible utilization of RecycledConcrete Aggregate (RCA) as coarse aggregateand fine Cum
aggregate is 25% each).
Concrete of M20 grade with minimum cementcontent of 270 kg /cum.

(Note: The permissible utilization of RecycledConcrete Aggregate (RCA) as coarse aggregateand fine Cum
aggregate is 25% each).
Concrete of M25 grade with minimum cementcontent of 300 kg /cum.

(Note: The permissible utilization of RecycledConcrete Aggregate (RCA) as coarse aggregateand fine Cum
aggregate is 25% each).
All works above plinth and upto floor V level

Concrete of M10 grade with minimum cementcontent of 220 kg /cum.

(Note: The permissible utilization of RecycledConcrete Aggregate (RCA) as coarse aggregateand fine Cum
aggregate is 100% each).
Concrete of M15 grade with minimum cementcontent of 240 kg /cum.

(Note: The permissible utilization of RecycledConcrete Aggregate (RCA) as coarse aggregateand fine Cum
aggregate is 100% each).
Concrete of M20 grade with minimum cementcontent of 270 kg /cum.

(Note: The permissible utilization of RecycledConcrete Aggregate (RCA) as coarse aggregateand fine Cum
aggregate is 100% each).
Concrete of M25 grade with minimum cementcontent of 300 kg /cum.

(Note: The permissible utilization of RecycledConcrete Aggregate (RCA) as coarse aggregateand fine Cum
aggregate is 100% each).
Total of the Sub-Head - Concrete Work :

3.0 Sub-Head : Reinforced Cement Concrete

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of
centering, shuttering, finishing and reinforcement - All work up to plinth level :

1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone Cum
aggregate 20 mm nominal size derived from natural sources)
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) including manufactured sand derived from Recycled Cum
concrete aggregate (RCA) up to 20% : 3 graded stone aggregate 20 mm nominal size of Recycled
concrete aggregate (RCA) up to 20%)

1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size derived fro Cum
natural resources)
1:2:4 (1 cement : 2 coarse sand incuding manufactured sand derived from Recycled Concrete Cum
Aggregate (RCA) upto 20% : 4graded stone aggregate 20 mm nominal size of Recycled Concrete
Aggregate (RCA) upto 20%).
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses,
plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above
plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement
:

1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate Cum
20 mm nominal sizederived from natural sources)

1:1.5:3 (1 cement : 1.5 coarse sand incuding manufactured sand derived from Recycled Concrete Cum
Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size including
RecycledConcrete Aggregate (RCA) upto 20% .

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° Cum
landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair
cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing
and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources :
3 graded stone aggregate 20 mm nominal sizederived from natural sources).

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° Cum
landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair
cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing
and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)Recycled Concrete Aggregate
(RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size including Recycled Concrete
Aggregate (RCA) upto 20%).

Providing and laying up to floor five level reinforced cement concrete in kerbs, steps and the like at Cum
or near ground level excluding the cost of centering, shuttering, finishing and reinforcement with
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural resources : 3 graded stone
aggregate 20 mm nominal sizederived from natural resources ).

Providing and laying up to floor five level reinforced cement concrete in kerbs, steps and the like at Cum
or near ground level excluding the cost of centering, shuttering, finishing and reinforcement with
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)Recycled Concrete Aggregate (RCA) upto 20% : 3 graded
stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 20%).
Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs Cum
having slope more than 15° up to floor five level, excluding the cost of centering, shuttering,
finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III)derived from natural
resources : 3 graded stone aggregate 20 mm nominal sizederived from natural resources ).

Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs Cum
having slope more than 15° up to floor five level, excluding the cost of centering, shuttering,
finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III)derived from
Recycled Concrete Aggregate (RCA)upto 20% : 3 graded stone aggregate 20 mm nominal size
including Recycled Concrete Aggregate (RCA) upto 20% ).

Reinforced cement concrete work in chimneys, shafts, up to floor five level, excluding the cost of Cum
centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)
derived from natural resources: 3 graded stone aggregate 20 mm nominal sizederived from natural
resources).

Reinforced cement concrete work in chimneys, shafts, up to floor five level, excluding the cost of Cum
centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-
III)derived from Recycled Concrete Aggregate (RCA)upto 20% : 3 graded stone aggregate 20 mm
nominal size including Recycled Concrete Aggregate (RCA) upto 20%).

Reinforced cement concrete work in well-steining, excluding the cost of centering, shuttering, Cum
finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural
resources: 3 graded stone aggregate 20 mm nominal sizederived from natural resources).

Reinforced cement concrete work in well-steining, excluding the cost of centering, shuttering, Cum
finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from
Recycled Concrete Aggregate (RCA) upto 20%: 3 graded stone aggregate 20 mm nominal
sizederived fromRecycled Concrete Aggregate (RCA) upto 20%).

Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, Cum
facias and eaves boards above plinth level up to floor five level, excluding the cost of centering,
shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand(zone-III)derived
from natural resources : 3 graded stone aggregate 20mm nominal sizederived from natural
resources).

Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, Cum
facias and eaves boards above plinth level up to floor five level, excluding the cost of centering,
shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand(zone-III)derived
from Recycled Concrete Aggregate (RCA)upto 20% : 3 graded stone aggregate 20mm nominal sized
including Recycled Concrete Aggregate (RCA)upto 20%).
Centering and shuttering including strutting, propping etc. and removal of form for :

Foundations, footings, bases of columns, etc. for mass concrete Sqm

Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. Sqm

Suspended floors, roofs, landings, balconies and access platform Sqm

Shelves (Cast in situ) Sqm
Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm
Columns, Pillars, Piers, Abutments, Posts and Struts Sqm
Stairs, (excluding landings) except spiral-staircases Sqm
Spiral staircases (including landing) Sqm
Arches, domes, vaults up to 6 m span Sqm
Extra for arches, domes, vaults exceeding 6 m span Sqm
Chimneys and shafts Sqm
Well steining Sqm
Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards Sqm

Extra for shuttering in circular work (20% of respective centering and shuttering items)

Foundations, footings, bases of columns, etc. for mass concrete. Sqm

Chimneys and shafts. Sqm
Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards. Sqm
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. Sqm
Suspended floors, roofs, landings, balconies and access platform. Sqm

Shelves (Cast in situ). Sqm

Lintels, beams, plinth beams, girders, bressumers and cantilevers. Sqm

Columns, Pillars, Piers, Abutments, Posts and Struts. Sqm

Stairs, (excluding landings) except spiral-staircases. Sqm

Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, Sqm
bands, copings, bed plates, anchor blocks and the like
Edges of slabs and breaks in floors and walls
Under 20 cm wide m
Above 20 cm wide Sqm
Cornices and mouldings Sqm

Small surfaces such as cantilever ends, brackets and ends of steps, caps and bases to pilasters and Sqm
columns and the like
Weather shade, Chajjas, corbels etc., including edges Sqm

Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick Sqm

Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick Sqm

Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete as per the
direction of Engineer-in-charge.

12 mm dia. & 100 mm length sets

12 mm dia. & 150 mm length sets

20 mm dia. & 150 mm length sets

20 mm dia.& 225 mm length sets

Extra for additional height in centering, shuttering where ever required with adequate bracing,
propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m,
for every additional height of 1 metre or part thereof (Plan area to be measured).

Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) Sqm

Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement Cum
concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and
the like, including the cost of required centering, shuttering but, excluding cost of reinforcement,
with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone
aggregate 20 mm nominal size derived from natural sources).

Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement Cum
concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and
the like, including the cost of required centering, shuttering but, excluding cost of reinforcement,
with 1:1.5:3 (1 cement : 1.5 coarse sand incuding manufactured sand derived from Recycled
Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size Recycled
Concrete Aggregate (RCA) upto 20%).
Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in small Cum
lintels not exceeding 1.5m clear span up to floor five level, including the cost of required centering,
shuttering but, excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-
III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from
natural sources ).

Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in small Cum
lintels not exceeding 1.5m clear span up to floor five level, including the cost of required centering,
shuttering but, excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand
incuding manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded
stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 20%).

Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement Cum
concrete in mouldings as in cornices, windows sills etc, including setting in cement mortar 1:3 (1
cement : 3 coarse sand) cost of required centering, shuttering but, excluding the cost of
reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone- III)derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources ).

Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement Cum
concrete in mouldings as in cornices, windows sills etc, including setting in cement mortar 1:3 (1
cement : 3 coarse sand) cost of required centering, shuttering but, excluding the cost of
reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand incuding manufactured sand derived from
Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size
including Recycled Concrete Aggregate (RCA) upto 20%).

Providing, transporting, hoisting and fixing above plinth level up to floor five level precast Cum
reinforced cement concrete in lintels, beams and bressumers, including setting in cement mortar
1:3 (1 cement : 3 coarse sand), cost of required centering and shuttering but, excluding the cost of
reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone- III)derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources ).

Providing, transporting, hoisting and fixing above plinth level up to floor five level precast Cum
reinforced cement concrete in lintels, beams and bressumers, including setting in cement mortar
1:3 (1 cement : 3 coarse sand), cost of required centering and shuttering but, excluding the cost of
reinforcement, with 1:1.5:3(1 cement : 1.5 coarse sand incuding manufactured sand derived from
Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size
including Recycled Concrete Aggregate (RCA) upto 20%).

Providing, transporting, hoisting and fixing above plinth level up to floor five level precast Cum
reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse
sand), cost of required centering, shuttering and finishing with neat cement punning on exposed
surfaces but, excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-
III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from
natural sources ).

Providing, transporting, hoisting and fixing above plinth level up to floor five level precast Cum
reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse
sand), cost of required centering, shuttering and finishing with neat cement punning on exposed
surfaces but, excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand incuding
manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone
aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 20%).
Providing, transporting, hoisting and fixing above plinth level up to floor five level precast Cum
reinforced cement concrete in vertical & horizontal fins, individually or forming box louvers, setting
in cement mortar 1:2 (1 cement : 2 coarse sand), including the cost of required centering,
shuttering but, excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-
III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from
natural sources ).

Providing, transporting, hoisting and fixing above plinth level up to floor five level precast Cum
reinforced cement concrete in vertical & horizontal fins, individually or forming box louvers, setting
in cement mortar 1:2 (1 cement : 2 coarse sand), including the cost of required centering,
shuttering but, excluding the cost of reinforcement, with 1:1.5:3(1 cement : 1.5 coarse sand
incuding manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded
stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 20%).

Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone
aggregate 6mm nominal size ), reinforced with 1.6 mm dia mild steel wire, including centering and
shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand)
etc. complete, excluding plastering of the jambs, sills and soffits.

50 mm thick Sqm
40 mm thick Sqm
25 mm thick Sqm
Encasing rolled steel sections, in beams and columns, with cement concrete 1:1.5:3 (1 cement : 1.5 Cum
coarse sand(zone-III)derived from natural resources : 3 graded stone aggregate 20 mm nominal size
derived from natural resources ), including centering and shuttering complete but, excluding cost of
reinforcement.

Encasing rolled steel sections, in beams and columns, with cement concrete 1:1.5:3 (1 cement : 1.5 Cum
coarse sand incuding manufactured sand derived from Recycled Concrete Aggregate (RCA) upto
20% : 3 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 20%),
including centering and shuttering complete but, excluding cost of reinforcement.

Encasing rolled steel section in grillages with cement concrete 1:1.5:3 (1 cement : 1.5 coarse Cum
sand(zone-III)derived from natural resources : 3 graded stone aggregate 20 mm nominal size
derived from natural resources ),, including centering and shuttering but, excluding cost of
expanded metal and hangers.

Encasing rolled steel section in grillages with cement concrete 1:1.5:3(1 cement : 1.5 coarse sand Cum
incuding manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded
stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 20%), including
centering and shuttering but, excluding cost of expanded metal and hangers.

Extra for providing and fixing expanded metal mesh of size 20x60 mm and strands 3.25 mm wide Sqm
1.6 mm thick weighing 3.64 kg per sqm for encasing of rolled steel sections in beams, columns and
grillages, excluding cost of hangers.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and
binding all complete upto plinth level.
Mild steel and Medium Tensile steel bars Kg
Hard drawn steel wire Kg
Cold twisted bars Kg
Hot rolled deformed bars Kg
Hard drawn steel wire fabric Kg
Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and
binding all complete above plinth level.
Mild steel and Medium Tensile steel bars Kg

Hard drawn steel wire Kg

Cold twisted bars Kg

Hot rolled deformed bars Kg

Hard drawn steel wire fabric Kg

Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg

Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of approved make from
factory/workshop to construction site including placing in position and binding all complete upto
plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg

Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of approved make from
factory/workshop to construction site including placing in position and binding all complete above
plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg
Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Sqm
Cement : 3 fine sand).
Extra for rendering smooth the top of suspended floors, landings and staircases (treads and risers) Sqm
with cement mortar 1:2 (1 cement : 2 coarse sand), including a floating coat of neat cement and
protecting the surface with a layer of 7.5 cm of earth laid over 15 mm of fine sand in case of
suspended floor and bricks laid in mud mortar in case of landings and steps, including subsequent
removal and cleaning of the same.

Providing and fixing in position copper plate as per design for expansion joints. Kg
Providing and filling in position, blown bitumen in expansion joints. Cum
Providing and filling in position bitumen mix filler of proportion 80 kg. of hot bitumen, 1 kg. of Cum
cement and 0.25 cubic metre of coarse sand for expansion joints.
Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS: units
1838, including cost of primer, sealing compound Grade-A in expansion joints.
Providing and fixing sheet covering over expansion joints with iron screws as per design.
Non-asbestos 6 mm thick fibre cement board, Type-A, Category-Ill as per IS: 14862:2000

150mm wide m

200mm wide m

Aluminium fluted strips 3.15 mm thick.

150 mm wide m

200 mm wide m

Cement bonded wood particle board 6mm thick as per IS : 14276

150 mm wide m
200 mm wide m
Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections m
Extra for laying reinforced cement concrete in or under water and/ or liquid mud, including cost of
pumping or bailing out water and removing slush etc., complete.
Note For above Item (DSR No. 5.31) :- The quantity will be calculated by multiplying the depth Cum
measured from the subsoil water level up to the centre of gravity of the R.C.C. under subsoil water
with the quantity of R.C.C. in cubic metre executed under subsoil water. The depth of centre of
gravity shall be reckoned correct to 0.1 m. 0.05 m or more shall be taken as 0.1 m and less than
0.05 m ignored. No extra payment shall be made for placing reinforcement or centering &
shuttering under sub - soil water conditions.

Extra for laying reinforced cement concrete in or under foul positions. Cum
Providing and laying in position ready mixed or site batched design mix cement concrete for
reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural
sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in
recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve
durability and workability without impairing strength; including pumping of concrete to site of
laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and
reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.

Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be
payable separately. In case the cement content in design mix is more than 110% of the specified
minimum cement content, the contractor shall have discretion to either re-design the mix or bear
the cost of extra cement

All works upto plinth level

Concrete of M25 grade with minimm cement content of 330 kg /cum Cum
Concrete of M30 grade with minimm cement content of 350 kg /cum Cum

Concrete of M35 grade with minimm cement content of 370 kg /cum Cum

Concrete of M40 grade with minimm cement content of390 kg /cum Cum
Concrete of M50 grade with minimm cement content of 410 kg /cum Cum
All works above plinth level upto floor V level
Concrete of M25 grade with minimm cement content of 330 kg /cum Cum

Concrete of M30 grade with minimm cement content of 350 kg /cum Cum

Concrete of M35 grade with minimm cement content of 370 kg /cum Cum
Concrete of M40 grade with minimm cement content of390 kg /cum Cum

Concrete of M50 grade with minimm cement content of 410 kg /cum Cum

Providing and laying in position ready mixed or site batched design mix cement concrete for
reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural
sources and using recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate within
permissible utilization of 20% each, Portland Pozzolana /Ordinary Portland/Portland Slag cement,
admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete,
to improve durability and workability without impairing strength; including pumping of concrete to
site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing
and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.

Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be
payable separately. In case the cement content in design mix is more than 110% of the specified
minimum cement content, the contractor shall have discretion to either re-design the mix or bear
the cost of extra cement

All works upto plinth level

Concrete of M25 grade with minimm cement content of 330 kg /cum Cum
All works above plinth level upto floor V level
Concrete of M25 grade with minimm cement content of 330 kg /cum Cum

Add for using extra cement in the items of design mix over and above the specified cement content Qtl
therein.
Providing and placing in position precast reinforced cement concrete waffle units, square or Cum
rectangular, as per design and shape for floors and roofs in 1:1½:3 (1 Cement : 1½ coarse sand
(zone-III)derived from natural resources : 3 graded stone aggregate 10 mm nominal size derived
from natural resources), including flush or deep ruled pointing at joints in Cement mortar 1:2 (1
Cement : 2 Fine sand), making necessary holes of required sizes for carrying through service lines
etc., providing steel hooks for lifting etc, form work in precasting, handling, hoisting, centering and
erection complete for all floor levels but, excluding the cost of reinforcement.
Providing and placing in position precast reinforced cement concrete waffle units, square or Cum
rectangular, as per design and shape for floors and roofs in 1:1½:3 (1 cement : 1.5 coarse sand
incuding manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded
stone aggregate 10 mm nominal size including Recycled Concrete Aggregate (RCA) upto 20%),
including flush or deep ruled pointing at joints in Cement mortar 1:2 (1 Cement : 2 Fine sand),
making necessary holes of required sizes for carrying through service lines etc., providing steel
hooks for lifting etc, form work in precasting, handling, hoisting, centering and erection complete
for all floor levels but, excluding the cost of reinforcement.

Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each four floors or part thereof. Cum
Supplying and applying pre tested and approved water based concrete curing compound to
concrete/ masonry surface, all as per manufacturer’s specification and direction of Engineer-in-
charge.
Non pigmented wet curing compound Sqm

Providing and fixing parallel threaded couplers conforming to IS code on “Reinforcement Couplers
for Mechanical Splices of Bars for Concrete Reinforcement - Specification”, to reinforcement bars
including threading, enlargement at connection by forging, protecting the prepared reinforcement
bars and related operations as required to complete the works per direction of Engineer- in-Charge.

Coupler for 16 mm diameter reinforcement bar No.

Coupler for 20 mm diameter reinforcement bar No.
Coupler for 25 mm diameter reinforcement bar No.
Coupler for 28 mm diameter reinforcement bar each No.
Coupler for 32 mm diameter reinforcement bar No.
Providing and fixing in position Stainless steel Grade 304 plate-1.0 mm thick as per design for
expansion joints.
200 mm wide. m
300 mm wide. m

Providing and fixing of expansion joint system related with floor location as per drawings and
direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self
aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system
shall be such that it provides floor to floor /floor to wall expansion control system for various
vertical localtion in load application areas that accommodates multi directional seismic movement
without stress to it's components. System shall consist of metal profiles with a universal aluminum
base member designed to accommodate various project conditions and finish floor treatments.

The cover plate shall be designed of width and thickness required to satisfy projects movement and
loading requirements and secured to base members by utilizing manufacturer’s pre-engineered
self- centering arrangement that freely rotates / moves in all directions. The Self - centering
arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding
aluminum extrusion cavity to allow freedom of movement and flexure in all directions including
vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have
watertight joint is mandatory requirement all as per the manufactures design and as approved by
Engineer -in- Charge. (Material shall confirm to ASTM 6063).

Floor Joint of 100 mm gap m

Floor Joint of 150 mm gap m
Floor Joint of 200 mm gap m
Providing and fixing of expansion joint system related with wall joint (internal/external) location as
per drawings and direction of Engineer-In- Charge.The joints shall be of extruded aluminum base
members, self aligning /centering arrangement and support plates as per ASTM B221- 02.
Thematerial shall be such that it provides an Expansion Joints System suitable for vertical wall to
wall/ wall to corner application, both new and existing construction in office Buildings & complexes
with no slipping down tendency amongst the components of the Joint System. The Joint System
shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces
mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM
6063).

Wall Joint of 100 mm gap m

Wall Joint of 150 mm gap m
Wall Joint of 200 mm gap m

Providing and fixing of expansion joint system of approved make and manufactures for various roof
locations as per approved drawings and direction of Engineer-In-Charge. The joints shall be of
extruded aluminum base members with, self aligning and self centering arragement support plates
asper ASTM B221-02. The system shall be such that it provides watertight roof to roof/roof to
corner joint cover expansion control system that is capable of accommodating multidirectional
seismic movement without stress to its components. System shall consist of metal profile that
incorporates a universal aluminum base member designed to accommodate various project
conditions and roof treatments. The cover plate shall be designed of width and thickness required
to satisfy movement and loading requirements and secured to base members by utilizing
manufacturer’s pre-engineered self-centering arrangement that freely rotates / moves in all
directions.

The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the
corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all
directions including vertical displacement. The Joint System shall resists damage or deterioration
from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic
from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have
water tight joint is mandatory requirement. (Material shall confirm to ASTM 6063.)

Roof Joint of 100 mm gap m

Roof Joint of 150 mm gap m
Roof Joint of 200 mm gap m

Providing and fixing in position factory made precast RCC M-40 door and window frame fixing with
hold fast embedded in 1:3:6 concrete block for doors and windows frames having excellent smooth
finish as per IS: 6523 with reinforcement of 3 Nos, 6 mm dia main bars tied with 3 mm M.S stirrups
placed @ 200 mm C/C and 6 numbers high strength polymer blocks of required size for fixing hinges
including providing 6 no specially designed M.S. galvanised sleeves for accomodating 6 mm dia fully
threaded bolts for fixing hold fast on vertical members, providing suitable arrangement for
recieving sliding door bolts and tower bolt etc all complete, as per the direction of Engineer in
charge. The frame shall be measured in running metre correct to two places of decimal.

Door frame 125 mmx 60 mm m

Door frame 100 mmx 60 mm m

Door frame 85 mmx60 mm m

Providing and laying Reinforced cement concrete for construction of piers, abutments, portal
frames, pier caps and bearing pedestals and seismic arresters over pier/ abutment caps at all
locations with specified grade using Ordinary Portland Cement (conforming to strength
requirement of IS:8112) including the cost of steel centering and shuttering etc. complete including
testing of materials etc. for casting pier & pier cap in one/two stage, necessary tools, plants,
machinery and all related operations as required to complete the work as per drawings and
Specifications with all leads, lifts and depths true to level and position but excluding the cost of
providing reinforcement. (Reinforcement shall be measured and paid separately.)

Note:- Cement content considered in this item is 480 Kg./ Cum. Excess/ less cement used as per
design mix is payable/ recoverable separately.
Reinforced Cement Concrete -M-50 Cum
 Reinforced Cement Concrete -M-60 Cum
Extra for using M -50/ M-60 Grade Self-compacting Cement Concrete Cum

Constructing cast-in situ RCC diaphragm wall by providing and laying machine batched, machine
mixed, self compacting, ready mix reinforced cement concrete, tramie controlled, of M 30 grade
using minimum 400kg. cement per cum of concrete including providing and mixing required
admixtures in recommended proportions as per IS : 9103, as approved by the Engineer-in-charge,
for achieving 150- 200mm slump, for diaphragm wall having thickness as per approved structural
design not exceeding 600 mm, in pannels of required depth and lengths as per approved drawing,
including constructing necessary guide walls as required and as specified including boring in all
kinds of soils and rocks,including working in or under water and / or liquid mud

in foul conditions and pumping or bailing out of water and removing slush, including disposal of
earth/ rock / slush etc. for all leads and all lifts, including preparing, providing and re-circulating
bentonite slurry in the trench as and when required for all depths, including agitating bentonite
slurry during trenching etc., providing and fixing stop ends or form tubes, upto the required depth
of diaphragm wall including extracting the same after casting including chipping off the bentonite
adulterated concrete or unsound concrete up to the cut off level for obtaining the sound concrete,
dressing undulations on the exposed face of diaphragm wall after excavation by chipping / chiseling
etc. including filling the depression/ cavities with sound concrete etc. complete and as directed by
the Engineer-in-charge,

including providing recess for bearing plates and fixing insert boxes for inclined rock anchors etc. Cum
complete as per the specifications and approved design and as directed by the Engineer-in-charge,
but excluding the cost of reinforcement and inserts.

Total of the Sub-Head - Reinforced Cement Concrete :

4.0 Sub-Head : Masonry Work
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in
foundation and plinth in:

Cement mortar 1:4 (1 cement : 4 coarse sand) Cum

Cement mortar 1:6 (1 cement : 6 coarse sand) Cum
Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth
in:

Cement mortar 1:4 (1 cement : 4 coarse sand) Cum

Cement Mortar 1:6 (1 cement : 6 coarse sand). Cum

Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5
conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar
1:6 (1 cement : 6 coarse sand) :
With F.P.S.(non modular) bricks. Cum

With Modular bricks. Cum

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in
superstructure above plinth level up to floor V level in all shapes and sizes in :

Cement mortar 1:4 (1 cement : 4 coarse sand) Cum

Cement mortar 1:6 (1 cement : 6 coarse sand) Cum

Extra for brick work / AAC block masonry / Tile brick masonry in superstructure above floor V level, Cum
for each four floors or part thereof by mechanical means.
Extra for forming cavity 5 cm to 11.5 cm wide in cavity walls with necessary weep and vent holes Sqm
including use of cores and cost of providing and fixing bitumastic coated M .S. ties 300 mm long of
25x 3 mm section at not less than 3 ties per sqm as per approved design.
Providing half brick masonry with common burnt clay F.P.S. (non modular) bricks of class m
designation 7.5 in cement mortar 1:3 (1 Cement : 3 coarse sand) in superstructure for closing cavity
5 to 7.5 cm wide in cavity wall complete with 10cm / 11.4 cm wide bitumen felt type 3 grade 1.

Brick work 7 cm thick with common burnt clay F.P.S. (non modular) brick of class designation 7.5 in Sqm
cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure above plinth level and upto floor
five level.
Brick work in plain arches in superstructure above plinth level and upto floor five level including Cum
centering and shuttering complete for span up to 6 metres with common burnt clay F.P.S. (non
modular) bricks of class designation 7.5 in cement mortar 1:3 (1 cement : 3 coarse sand).
Brick work in gauged arches in sperstructure above plinth level and upto floor five level in cement Cum
mortar 1:3 (1 cement : 3 coarse sand) including centering and shuttering complete, for span up to 6
meters with common burnt clay F.P.S. (non modular) bricks of class designation 7.5.
Extra for additional cost of centering for arches exceeding 6m span including all shuttering, bolting, Sqm
wedging and removal (Area of the soffit to be measured).
Half brick masonry with common burnt clay F.P.S. (non modular) bricksof class designation 7.5 in
foundations and plinth in :
Cement mortar 1:3 (1 cement : 3 coarse sand) Sqm
Cement mortar 1:4 (1 cement : 4 coarse sand) Sqm

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in
superstructure above plinth level up to floor V level.

Cement mortar 1:3 (1 cement :3 coarse sand) Sqm

Cement mortar 1:4 (1 cement :4 coarse sand) Sqm

Extra for half brick masonry in superstructure, above floor V level for every four floors or part Sqm
thereof by mechanical means.

Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half Sqm
brick masonry.ird course of half brick masonry.

Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class designation 10 in
foundation and plinth in:
Cement mortar 1:4 (1 cement : 4 coarse sand) Cum

Cement mortar 1:6 (1 cement : 6 coarse sand). Cum

Tile brick masonry with common burnt clay machine moulded tile bricks of class designation 12.5 Cum
conforming to IS : 2690 (Part I) in foundation and plinth in cement mortar 1:6 (1 cement : 6 coarse
sand).
Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class designation 10 in Cum
superstructure above plinth level up to floor V level in cement mortar 1:6 (1 cement : 6 coarse
sand).

Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class designation 10 in Cum
plain arch work in superstructure above plinth and upto floor five level in cement mortar 1:4 (1
cement : 4 coarse sand) including centering and shuttering complete.
Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class designation 10 in Cum
gauged arch work in superstructure above plinth and upto floor five level in cement mortar 1:4 (1
cement : 4 coarse sand) including centering and shuttering complete.
Tile brick masonry work 5 cm thick with common burnt clay F.P.S. (non modular) tile bricks of class Sqm
designation 10 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure above plinth and
upto floor five level.

Honey-comb brick work 10 / 11.4 cm thick with common burnt clay bricks of class designation 7.5 in Sqm
super structure above plinth level upto floor V level with cement mortar 1:4 (1 cement : 4 coarse
sand).
Extra for laying brick work in or under water and/ or liquid mud including cost of pumping or bailing
out water and removing slush etc. complete.
NOTE :- The quantity will be calculated by multiplying the depth measured from sub - soil water units
level up to the centre of gravity of brick work under sub - soil water with the quantity of brick work
in cum. executed under the sub - soil water. The depth of centre of gravity shall be reckoned
correct to 0.1 m, 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored.

Extra for laying brick work in or under foul position. Cum

Brick work with common burnt clay selected F.P.S. (non modular) bricks of class designation 7.5 in
exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep
complete in cement mortar 1:6 (1 cement : 6 coarse sand)
From ground level upto plinth level Cum

Above plinth level upto floor V level. Cum

Brick work with common burnt clay modular bricks of class designation 7.5 in exposed brick work
including making horizontal and vertical grooves 10mm wide 12 mm deep complete in cement
mortar 1:6 (1 cement : 6 coarse sand).
From ground level upto plinth level. Cum

Above plinth level upto floor V level. Cum

Brick work with common burnt clay machine moulded modular bricks of class designation 12.5 in
exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep
complete in cement mortar 1:6 (1 cement : 6 coarse sand).
From ground level upto plinth level. Cum

Above plinth level upto floor V level. Cum

Brick work with common burnt clay machine moulded F.P.S. (non modular) bricks of class
designation 12.5 in exposed brick work including making horizontal and vertical grooves 10 mm
wide 12 mm deepcomplete in cement mortar 1:6 (1 cement : 6 coarse sand).
From ground level upto plinth level. Cum

Above plinth level upto floor V level. Cum

Brick work with common burnt clay machine moulded perforated F.P.S. (non modular) bricks of
class designation 12.5 conforming IS : 2222 in exposed brick work including making horizontal and
vertical grooves 10mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse
sand).

From ground level upto plinth level. Cum

Above plinth level upto floor V level. Cum

Brick work with common burnt clay machine moulded perforated modular bricks of class
designation 12.5 conforming to IS : 2222 in exposed brick work including making horizontal and
vertical grooves 10 mm wide 12mm deep complete in cement mortar 1:6 (1 cement : 6 coarse
sand).

From ground level upto plinth level. Cum

Above plinth level upto floor V level. Cum

Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure
above plinth level up to floor five level in :
Cement mortar 1:4 (1 cement : 4 coarse sand) Cum

Cement mortar 1:6 (1 cement : 6 coarse sand) Cum

Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average
compressive strength in super structure above plinth level up to floor V level in :
Cement mortar 1:4 (1 cement : 4 coarse sand) Cum

Cement mortar 1:6 (1 cement : 6 Coarse sand) Cum

Brick work with modular calcium silicate bricks machine moulded conforming to IS:4139, class
designation 10 average compressive strength in super structure above plinth level up to floor V
level in :
Cement mortar 1:4 (1 cement : 4 coarse sand) Cum
Cement mortar 1:6 (1 cement : 6 Coarse sand) Cum

Brick work with modular extruded brunt fly ash clay sewer bricks (Conforming to IS: 4885 ) in
cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth :
Cement Mortar 1:4 ( 1 cement : 4 coarse sand) Cum

Brick work with modular extruded brunt fly ash clay sewer bricks (conforming to IS : 4885) in arches Cum
in foundation and plinth in cement mortar 1:3 ( 1 cement : 3 fine sand).
Providing and laying autoclaved aerated Concrete (AAC) blocks masonry with 100mm / 125 mm Cum
thick with Grade 1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super
structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand ). The
rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of
masonry work.

Providing and laying Gypsum panel partitions 100 mm thick with water proof Gypsum panels of size Sqm
666x500x100 mm, made of calcite phosphor Gypsum fixed with tongue and groove, jointed with
bonding plaster as per manufacturer’s specifications in superstructure above plinth level up to floor
V level. Gypsum blocks will have a minimum compressive strength of 9.3 kg/cm2
 Extra for Gypsum panel Partitions in superstructure above floor V level for every four floors or part Sqm
thereof.
Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non m
modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4
fine sand).
Half brick masonry with non modular fly ash bricks of class designation 10, conformingio IS :12894,
in super structure above plinth and upto floor V level.
Cement mortar 1 : 3 (1 cement : 3 coarse sand) Sqm

Cement mortar 1 : 4 (1 cement : 4 coarse sand) Sqm

Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm Cum
thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level
and lintel level with approved block laying polymer modified adhesive mortar all complete as per
direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for
seperately).

Total of the Sub-Head - Masonry Work :

5.0 Sub-Head : Stone Work

Random rubble masonry with hard stone in foundation and plinth including levelling up with
cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size)
upto plinth level with :
Cement mortar 1:6 (1 cement : 6 coarse sand). Cum
Random rubble masonry with hard stone in superstructure above plinth level and upto floor five
level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone
aggregate 20mm nominal size) at window sills, ceiling level and the like.
Cement mortar 1:6 (1 cement : 6 coarse sand). Cum
Extra for random rubble masonry with hard stone in :
Square or rectangular pillars Cum
Circular pillars. Cum

Extra for random rubble masonry with hard stone curved on plan for a mean radius not exceeding 6 Cum
m.

Coursed rubble masonry (first sort) with hard stone in foundation and plinth with :
Cement mortar 1:6 (1 cement : 6 coarse sand) Cum
Coursed rubble masonry (second sort) with hard stone in foundation & plinth with :
Cement mortar 1:6 (1 cement : 6 coarse sand) Cum
Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level
and upto floor five level.
Masonry work (first sort) , in cement mortar 1:6 (1 cement : 6 coarse sand) Cum
Masonry work (second sort) , in cement mortar 1:6 (1 cement : 6 coarse sand) Cum

Extra for coursed rubble masonry with hard stone (first or second sort) in :
Square or rectangular pillars Cum
Circular pillars. Cum
Extra for coursed rubble masonry with hard stone (first or second sort) curved on plan for a mean Cum
radius not exceeding 6 m.
Stone work in plain ashlar in super structure upto floor five level in cement mortar 1:6 (1 cement : 6
coarse sand) including pointing with cement mortar 1:2 (1 white cement : 2 stone dust) with an
admixture of pigment matching the stone shade :
One face dressed.
Red sand stone Cum

White sand stone Cum

Both face dressed.

Red sand stone. Cum

White sand stone Cum

Stone work plain ashlar in arches in super structure upto floor V level in cement mortar 1:3 (1
cement : 3 coarse sand) including centring, shuttering and pointing with white cement mortar 1:2 (1
white cement : 2 stone dust) with an admixture of pigment matching the stone shade.
One face dressed
Red sand stone Cum

White sand stone Cum

Both face dressed

Red sand stone Cum

White sand stone Cum

Stone work plain ashlar in domes, in super structure upto floor V level in cement mortar 1:3 (1
cement : 3 coarse sand) including centring, shuttering and pointing with white cement mortar 1:2 (1
white cement : 2 stone dust) with an admixture of pigment matching the stone shade.
One face dressed
Red sand stone Cum

White sand stone Cum

Both face dressed

Red sand stone Cum
White sand stone Cum

Stone work ashlar punched (ordinary) in superstructure upto floor five level in cement mortar 1:6 (1
white cement : 6 coarse sand) including pointing with cement mortar 1:2 (1 white cement : 2 stone
dust) with an admixture of pigment matching the stone shade.

One face Punched

Red sand stone. Cum

White sand stone. Cum

Both faced punched

Red sand stone. Cum

White sand stone. Cum

Extra for stone work in superstructure above floor V level for each four floors or part thereof by Cum
mechanical means.
Extra for plain ashlar or ashlar punched in :

Square or rectangular pillars Cum

Extra for stone work; plain ashlar or ashlar punched curved on plan with a mean radius not Cum
exceeding 6 m.
Extra for additional cost of centering for arches exceeding 6m span including all strutting, bolting, Sqm
wedging etc. and removal (area of soffit to be measured).
Stone work ashlar sunk or moulded or sunk and moulded upto floor five level in cement mortar 1:6
(1 cement : 6 coarse sand) including pointing with white cement mortar 1:2 (1 white cement : 2
stone dust) with an admixture of pigment matching the stone shade :
Red sand stone Cum
White sand stone Cum

Extra for stone work ashlar sunk or moulded or sunk and moulded or carved in :
Triangular or Square or rectangular pillars Cum
Circular or polygonal pillars Cum
Extra for stone work ashlar sunk or moulded in cornices. units

Extra for stone work (veneer work) curved on plan with a mean radius not exceeding 6 m. Cum

Providing and fixing stone dowels 10x5x2.50 cm cut to double wedge shape as per design in cement No.
mortar 1:2 (1 cement : 2 coarse sand) including making the necessary chases.
Providing and fixing sloping chajja of stone 40 mm thick and upto 80 cm wide beyond the wall as
measured along the slope in cement mortar 1:4 (1 cement : 4 coarse sand) with 12mm diameter
anchoring steel bar 45 cm long fixed in each stone and supported on and including with bricks cove
in cement mortar 1:4 (1 cement : 4 coarse sand) including pointing in cement mortar 1:2 (1 white
cement : 2 stone dust) with an admixture of pigment matching the stone shade:

Red sand stone:

With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 Sqm
White sand stone:
With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 Sqm

Providing and fixing horizontal chajja of stone 40 mm thick and upto 80 cm projection in cement
mortar 1:4 (1 cement : 4 coarse sand) including pointing in white cement mortar 1:2 (1 white
cement : 2 stone dust) with an admixture of pigment matching the stone shade: :
Red sand stone Sqm

White sand stone Sqm

30mm red sand stone sun-shade (chisel-dressed) supported on red sand stone brackets, fixed in Sqm
walls with cement mortar 1:4 (1 cement : 4 coarse sand) including finishing complete.
Providing and fixing red sand stone brackets 55x22.5x45cm sunk and moulded including providing No.
and fixing with 4 Nos. gun metal cramp 25x6mm 30 cm long and dowel bars 7.5 cm long 6 mm dia
as per design.
Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in
Cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with white cement mortar 1:2 (1
white cement : 2 stone dust) with an admixture of pigment matching the stone shade.
 Red sand stone Cum

White sand stone Cum

Providing and fixing stone jali 40mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse
sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an
admixture of pigment, matching the stone shade, jali slab without any chamfers etc.
Red sand stone Sqm
White sand stone Sqm

Extra for laying stone work in or under water and/or liquid mud including cost of pumping or bailing units
out water and removing slush etc., complete. (NOTE:-The quantity will be calculated by multiplying
the depth measured from sub-soil water level upto the centre of gravity of stone work under sub-
water with the quantity of stone work in cum executed under the sub-soil water. The depth of
centre of gravity shall be reckoned correct to 0.1m 0.05m or more shall be taken as 0.1m and less
than 0.05m ignored).

Extra for laying stone work in or under foul position. Cum

Stone tile work for wall lining upto 10 m height with special adhesive over 12mm thick bed of
cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement with an admixture
of pigment to match the stone shade.
8mm thick (mirror polished and machine cut edge)
Granite stone of any colour and shade. Sqm
Raj Nagar plain white marble/ Udaipur green marble/ Zebra black marble. Sqm
Total of the Sub-Head - Stone Work :
6.0 Sub-Head : Cladding Work
Marble work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining (veneer
work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement : 3 coarse
sand), including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an
admixture of pigment to match the marble shade (To be secured to the backing by means of
cramps, which shall be paid for separately)

Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble.

Area of slab upto 0.50 sqm Sqm

Area of slab over 0.50 sqm Sqm
Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished,
machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of
required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1
cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy
touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc.
complete at all levels.

Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble

Area of slab upto 0.50 sqm Sqm

Area of slab over 0.50 sqm Sqm

Granite stone slab colour black, Cherry/Ruby red

Area of slab upto 0.50 sqm Sqm
Area of slab over 0.50 sqm Sqm

Granite stone slab all colour and texture except black, Cherry/ Ruby red
Area of slab upto 0.50 sqm Sqm
Area of slab over 0.50 sqm Sqm
Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine
polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-
Charge.
Marble work m

Granite work m
Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops m
of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete.
Extra for providing opening of required size & shape for wash basin/kitchen sink in kitchen platform, No.
vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for
pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete
Mirror polishing on marble work/Granite work/stone work where ever required to give high gloss Sqm
finish complete.

Providing and fixing cramps of required size & shape in RCC/ CC / Brick masonry backing with
cement mortar 1:2 ( 1 cement :2 coarse sand),including drilling necessary hole in stones and
embedding the cramp in the hole (fastener to be paid separately).
Gunmetal cramps Kg
Stainless steel cramps Kg

Providing and fixing expansion hold fasteners on C.C. /R.C.C. /Brick masonry surface backing
including drilling necessary holes and the cost of bolt etc complete.
Wedge expansion type

Fastener with threaded dia 6 mm No.

Fastener with threaded dia 10 mm No.
Fastener with threaded dia 12 mm No.
Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 (1 cement : 3
coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.
8mm thick
Raj nagar plain white marble/ Udaipur green marble/ Zebra black marble Sqm
Granite of any colour and shade Sqm

Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm
deep and 1.8 cm thick, fixed in urinalpartitions by cutting a chase of appropriate width with chase
cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1
cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-
in-charge and finishedsmooth.

White Agaria Marble Stone Sqm

Granite Stone of approved shade Sqm
Providing and fixing machine cut, mirror/ eggshell polished , Marble stone work for wall lining
(veneer work) including dado, skirting, risers of steps etc., in required design and pattern wherever
required, stones of different finished surface texture, on 12 mm (average) thick cement mortar 1:3
(1 cement : 3 coarse sand) laid and jointed with white cement slurry @ 3.3 kg/sqm including
pointing with white cement slurry admixed with pigment of matching shade, including rubbing,
curing, polishing etc. all complete as per Architectural drawings, and as directed by the Engineer-in-
Charge.

18 mm thick Italian Marble stone slab,Perlato, Rosso verona, Fire Red or Dark Emperadore etc. Sqm
Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing
filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including
pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment
matching the stone shade : (To be secured to the backing and the sides by means of cramps and
pins which shall be paid for separately) :

Red sand stone - exposed face fine dressed with rough backing.
70 mm thick Sqm
60 mm thick Sqm

50 mm thick Sqm

40 mm thick Sqm
30 mm thick Sqm

Red sand stone - Exposed face machine cut and table rubbed with rough backing.
70 mm thick Sqm
60 mm thick Sqm
50 mm thick Sqm
40 mm thick Sqm
30 mm thick Sqm
Red sand stone - Exposed face machine cut and table rubbed with rough backing.
70 mm thick Sqm
60 mm thick Sqm

50 mm thick Sqm

40 mm thick Sqm

30 mm thick Sqm

White sand stone - Exposed face machine cut and table rubbed with rough backing.
70 mm thick Sqm
60 mm thick Sqm
50 mm thick Sqm

40 mm thick Sqm

30 mm thick Sqm
Gang saw cut stone

30mm thick White sand stone Sqm

30mm thick Red sand stone Sqm

Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining Kg
to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2
coarse sand), including making the necessary chases in stone and holes in wallswherever required.

Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone No.
wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases.

Wall lining butch work upto 10m height with Dholpur stone 40 mm thick rough facing on the Sqm
exposed surface with stone strips of minimum length 300 mm and required width, including
embedding every tenth layer and bottom most layer in masonry or concrete after making necessary
chases of size 75x75 mm and by providing layer of 75 mm thick strips i/c 12 mm thick bed of
cement mortar 1:3 (1 Cement : 3 coarse sand) i/c ruled pointing in cement mortar 1:2 (1 white
cement : 2 stone dust) with an admixture of pigment to match the shade of stone complete as per
direction of Engineer-in-charge.

Stone work (machine cut edges Veneer work) for wall lining upto 10 m height, backing filled with a
grout of 12 mm thick cement mortar 1:3 (1 Cement : 3 coarse sand) and jointed with Cement
mortar 1:2 (1 cement : 2 stone dust), including rubbing and polishing complete. (To be secured to
the backing and the sides by means of cramps and pins which shallbe paid for separately).

Kota stone slabs exposed face dressed and rubbed.

25 mm thick Sqm
Extra for stone work for wall lining on exterior walls of height more than 10 m from ground level for Sqm
every additional height of 3 m or part there of.
Providing and fixing dry cladding upto 10 metre heights with 30mm thick gang saw cut stone with
(machine cut edges) of uniform colour andsize upto 1mx1m, fixed to structural steel frame work
and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as
per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel
cramps and pins etc. shall be paid for separately).

Red sand stone - 30mm thick gang saw cut stone Sqm
White sand stone - 30mm thick gang saw cut stone Sqm

Providing and fixing structural steel frame (for dry cladding with 30 mm thick gang saw cut with
machine cut edges sand stone) on walls at all heights using M.S. square/ rectangular tube in the
required pattern as per architectural drawing, including cost of cutting, bending, welding etc. The
frame work shall be fixed to the wall with the help of M.S. brackets/ lugs of angle iron/ flats etc.
which shall be welded to the frame and embedded in brick wall with cement concrete block 1:2:4 (1
cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) of size 300x230x300 mm,
including cost of necessary centring and shuttering and with approved expansion hold fasteners on
CC/RCC surface, including drilling necessary holes.

Approved cramps/ pins etc. shall be welded to the frame work to support stone cladding, the steel Kg
work will be given a priming coat of Zinc primer as approved by Engineer-in-charge and painted
with two or more coats of epoxy paint (Shop drawings shall be submitted by the contractor to the
Engineer-in-charge for approval before execution). The frame work shall be fixed in true horizontal
& vertical lines/planes. (Only structural steel frame work shall be measured for the purpose of
payment, stainless steel cramps shall be paid for separately and nothing extra shall be paid).

Providing and fixing adjustable stainless steel cramps of approved quality, required shape and size, No.
adjustable with stainless steel nuts, bolts and washer (total weight not less than 260 gms), for dry
stone cladding fixed on frame work at suitable location, including making necessary recesses in
stone slab, drilling required holes etc complete as per direction of the Engineer-in-charge.

Providing 50x50x50 mm 2nd class teak wood plugs including cutting brick work and fixing in cement No.
mortar 1:3 (1 cement : 3 fine sand) and making good the walls etc.

Providing and fixing expandable fasteners of specified size with necessary plastic sleeves and
galvanised M.S. screws including drilling holes in masonry work /CC/ R.C.C. and making good etc.
complete.
25 mm long No.

32 mm long No.
40 mm long No.
50 mm long No.

Providing and fixing 2nd class teak wood plain lining tongued and grooved, including wooden plugs
complete with necessary screws and priming coat on unexposed surface.
40 mm thick Sqm
25 mm thick Sqm

20 mm thick Sqm

12 mm thick Sqm

Providing and fixing in wall lining flat pressed three layer (medium density) particle board or graded
wood Pre-laminated one side decorative lamination and other side balancing lamination Grade I,
Type II, IS : 12823 marked, including priming coat on unexposed arrangement andscrews etc.
complete :

12 mm thick Sqm
18 mm thick Sqm

25 mm thick Sqm
Providing and fixing specified wood frame work consisting of battens 50x25mm fixed with rawl plug
and drilling necessary holes for rawl plug etc. including priming coat complete.

Kiln seasoned and chemically treated hollock wood Cum

Providing and fixing plywood 4 mm thick, one side decorative veneer conforming to IS: 1328 (type-
1), for plain lining / cladding with necessary screws, including priming coat on unexposed surface
with :
Decorative veneer facings of approved manufacture Sqm
Providing and fixing 4mm thick coir veneer board, ISI marked IS : 14842, plain lining with necessary Sqm
screws, priming coat on unexposed surface etc., complete.

Providing and fixing skirting with Pre-laminated (one side decorative and other side balancing
lamination) flat pressed 3 layer or graded particle board (medium density) Grade I, Type II, IS :12823
marked, with necessary fixing arrangements and screws, including drilling necessary holes for rawl
plugs etc. and priming coat on unexposed surface complete :

18 mm thick Sqm
25 mm thick Sqm
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be Sqm
specified by the manufacturer), of approvedmake, in all colours, shades except burgundy, bottle
green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados,
over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey
cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of
matching shade complete.

Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium
Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the
building , for all heights and all levels etc. including:
(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain
screen principle as required, proper drainage of water to make it watertight including checking of
all the structural and functional design.
 (b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in
pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite
panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium
sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with
Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade
on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts,
bolts, washers, cleats, weather silicone sealant, backer rods etc.

(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations
and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of
approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to
perform as per specification and drawing. The item includes cost of all material & labour
component, the cost of all mock ups at site, cost of all samples of the individual components for
testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium
composite panel cladding, cleaning and protection of the curtain wall with aluminium composite
panel cladding till the handing over of the building for occupation. Base frame work for ACP
cladding is payable under the relevant aluminium items.

The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the Sqm
performance characteristics all complete , as per the Architectural drawings, as per item
description, as specified, as per the approvedshop drawings and as directed by the Engineer-in-
Charge. However, for the purpose of payment, only the actual area on the external face of the
curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be
measured in sqm. up to two decimal places.

Total of the Sub-Head - Cladding Work :

7.0 Sub-Head : Wood and P.V.C. Work
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought
framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length
( hold fast lugs or dash fastener shall be paid for separately).
Second class teak wood Cum
Sal wood Cum
Kiln seasoned and chemically treated hollock wood. Cum
Providing laminated veneer lumber conforming to IS:14616 and TAD -15: 2001 (Part B) in factory Cum
made frames of doors, windows, clerestory windows and other frames, wrought framed and fixing
in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash
fastener shall be paid for separately).

Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position with
necessary stainless steel screws etc.
Sal wood Cum

Kiln seasoned and chemically treated hollock wood. Cum

Extra for additional labour for circular works, such as in frames of fan light

Second class teak wood Cum

Sal wood Cum

Kiln seasoned and chemically treated hollock wood. Cum

Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory
windows fixing with butt hinges of required size with necessary screws, excluding panelling which
will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges
and necessary screws shall be paid separately)

Second class teak wood

35 mm thick shutters Sqm

30 mm thick shutters Sqm

Kiln seasoned and chemically treated hollock wood

35 mm thick shutters Sqm

30 mm thick shutters Sqm

Kiln seasoned selected planks of sheesham wood

35 mm thick shutters Sqm

30 mm thick shutters Sqm

Providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming
to IS : 14616 and TADS 15:2001 (Part B), fixing with butt hinges of required size with necessary
screws, all complete as per directions of Engineer- in-charge and panelling with panels of : (Note:-
Butt hinges and necessary screws shall be paid separately)

12 mm thick plain grade -1, medium density flat pressed three layer particle board FPT - I or graded Sqm
wood particle board FPT- I, IS : 3087 marked, bonded with BWP type synthetic resin adhesive as per
IS : 848 :
12 mm thick pre-laminated particle board (decorative lamination on both sides) grade -1, medium Sqm
density flat pressed, three layer particle board FPT- I or graded wood particle board FPT- I,
conforming to IS : 3087, bonded with BWP type synthetic resin adhesive as per IS : 848 and pre-
laminated conforming to IS : 12823, Grade 1, Type - II marked :
12 mm thick one side Pre-laminated particle board (decorative lamination on one side and other Sqm
sides balancing lamination) grade -1, medium density flat pressed, three layer particle board FPT - I
or graded wood particle board FPT-1 conforming to IS : 3087 bonded with BWP type synthetic resin
adhesive as per IS : 848 and pre-laminated conforming to IS : 12823, Grade -1, Type II marked :

Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters
for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion
inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters
25 mm to 40 mm thick :

Second class teak wood Sqm

Kiln seasoned and chemically treated hollock wood. Sqm

Ply wood 5 ply, 9 mm thick :

Decorative plywood both side decorative veneer (Type - I) conforming to IS 1328 BWR type Sqm
Decorative plywood one side decorative veneer and commercial veneer on other face (Type 1) Sqm
conforming to IS 1328 BWR Type
Ply wood 7 ply, 9 mm thick :
Decorative plywood one side decorative veneer and commercial veneer on other face (Type 1) Sqm
conforming to IS 1328 BWR Type
Particle Board 12 mm thick
Plain particle board flat pressed, 3 layer or graded wood particle board medium density Grade I, IS : Sqm
3087 marked
Veneered flat pressed three layer or graded wood particle board with commercial veneering on Sqm
both sides conforming to IS:3097, grade I
Pre-laminated particle board with decorative lamination on one side and balancing lamination on Sqm
other side, Grade I, Type II IS: 12823 marked
Pre-laminated particle board with decorative lamination on both sides, Grade I, Type II, IS:12823 Sqm
marked
Coir Veneer Board (conforming to IS 14842)

12 mm thick Sqm
Float glass panes

4 mm thick glass pane (weight not less than 10 kg/sqm) Sqm

5.5 mm thick glass panes (weight not less than 12.50 kg/sqm) Sqm

Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture with Sqm
matching wood beading

Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick
float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with
necessary screws.
Second class teak wood

35 mm thick Sqm
30 mm thick Sqm
Kiln seasoned and chemically treated hollock wood

35 mm thick Sqm
30 mm thick Sqm
Kiln seasoned selected planks of sheesham wood
35 mm thick Sqm

30 mm thick Sqm

Providing and fixing factory made laminated veneer lumber glazed shutter conforming to IS: 14616
and TADS 15:2001 (Part B), using 4 mm thick float glass panes for doors, windows and clerestory
windows fixing with butt hinges of required size with necessary screws, all as per directions of
Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately)

30 mm thick shutters Sqm

Extra for providing heavy sheet float glass panes instead of ordinary float glass in glazed doors,
windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside
rebate shall be measured)
5.0 mm thick instead of 4 mm thick. Sqm

Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick Sqm
in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding
portion inside rebate shall be measured).
Deduct for providing pin headed glass panes instead of ordinary float glass panes weighing 4 mm Sqm
thick in doors, windows and clerestory windows shutters (Area of opening for glass panes excluding
portion inside rebate shall be measured).
Extra for providing ISI marked Stainless Steel butt hinges instead of M.S. pressed butt hinges bright Sqm
finished of required size with necessary screws. (Shutter area to be measured).

Deduct for not providing hinges in doors, windows or clerestory window shutters with :
Stainless steel butt hinges with stainless steel screws :
For 2nd class teak wood and other class of wood shutters. Sqm

ISI marked M.S. pressed butt hinges bright finished of required size.

For 2nd class teak wood and other class of wood shutters. Sqm

Providing and fixing 25 mm thick shutters for cup board etc. :

Panelled or panelled & glazed shutters :

Second class teak wood including ISI marked anodised aluminium butt hinges with necessary screws Sqm

Second class teak wood including iSi marked nickel plated bright finished M.S. piano hinges with Sqm
necessary screws
Glazed shutters :

Second class teak wood including ISI marked anodized aluminium butt hinges with necessary screws Sqm

Second class teak wood including ISI marked nickel plated bright finished M.S. piano hinges with Sqm
necessary screws
Providing and fixing flat pressed 3 layer particle board medium density exterior grade (Grade I) or
graded wood particle board IS : 3087 marked, to frame, backing or studding with screws etc.
complete (Frames, backing or studding to be paid separately):
12 mm thick Sqm

18 mm thick Sqm
Providing and fixing Pre-laminated flat pressed 3 layer (medium density) particle board or graded
wood particle board IS : 3087 marked, with one side decorative and other side balancing lamination
Grade I, Type II exterior grade IS : 12823 marked, in shelves with screws and fittings wherever
required, edges to be painted with polyurethane primer (fittings to be paid separately).

18 mm thick Sqm

25 mm thick Sqm
Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type,
core of block board construction with frame of 1st class hard wood and well matched teak 3 ply
veneering with vertical grains or cross bands and face veneers on both faces of shutters.
35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. Sqm

30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. Sqm
25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS : Sqm
3818 marked with necessary screws
Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative
type, core of block board construction with frame of 1st class hard wood and well matched
commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of
shutters:

35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. Sqm

30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. Sqm

25mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with Sqm
necessary screws.
Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI
marked flush door shutters conforming to IS: 2202 (Part I)
On one side only. Sqm
Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of Sqm
flush door shutters (over all area of door shutter to be measured).
Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glass
excluded) (overall area of door shutter to be measured) :
Rectangular or square. Sqm

Circular. Sqm

Extra if louvers (not exceeding 0.2 sqm) are provided in flush door shutters (overall area of door
shutters to be measured).
Decorative type door. Sqm

Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). Sqm

Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of
aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory
windows with hinges and necessary screws :
35 mm thick shutters.
with ISI marked M.S. pressed butt hinges bright finished of required size - Second class teak wood Sqm

with ISI marked M.S. pressed butt hinges bright finished of required size - Kiln seasoned and Sqm
chemically treated hollock wood.
with ISI marked M.S. pressed butt hinges bright finished of required size - Kiln seasoned selected Sqm
class of sheesham wood
With ISI marked stainless steel butt hinges of required size - Second class teak wood Sqm
With ISI marked stainless steel butt hinges of required size - Kiln seasoned and chemically treated Sqm
hollock wood
With ISI marked stainless steel butt hinges of required size - Kiln seasoned selected class of Sqm
sheesham wood
30 mm thick shutters
with ISI marked M.S. pressed butt hinges bright finished of required size - Second class teak wood Sqm

with ISI marked M.S. pressed butt hinges bright finished of required size - Kiln seasoned and Sqm
chemically treated hollock wood
with ISI marked M.S. pressed butt hinges bright finished of required size - Kiln seasoned selected Sqm
class of sheesham wood

With ISI marked stainless steel butt hinges of required size - Second class teak wood Sqm

With ISI marked stainless steel butt hinges of required size - Kiln seasoned and chemically treated Sqm
hollock wood
With ISI marked stainless steel butt hinges of required size - Kiln seasoned selected class of Sqm
sheesham wood
Providing and fixing wire gauge laminated veneer lumber shutters conforming to IS : 14616, and as
per TADS 15 :2001 (Part B) using galvanised wire gauge with average width of aperture 1.4 mm in
both directions with wire of dia 0.63 mm as per IS :1568, for doors, windows and clerestory
windows fixing with butt hinges of required size with necessary screws, as per directions of
Engineer-in-charge: (Note:- Butt hinges and necessary screws shall be paid separately)

35 mm thick shutters Sqm

30 mm thick shutters Sqm

Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs
and priming coat on unexposed surface etc. complete :
2nd class teak wood
50x12 mm m
50 x 20 mm m

Kiln seasoned and chemically treated hollock wood.

50x12 mm m
50x20 mm m

Providing and fixing plain jaffri of 35x10 mm laths placed 35 mm apart (frames to be paid
separately) including fixing 50x12 mm beading complete with :
Second class teak wood. Sqm
Providing and fixing 18 mm thick, 150 mm wide pelmet of flat pressed 3 layer or graded wood m
particle board medium density grade I, IS : 3087 marked, including top cover of 6 mm commercial
ply wood conforming to IS: 303 BWR grade, nickel plated M.S. pipe 20 mm dia ( heavy type ) curtain
rod with nickel plated brackets, including fixing with 25x3 mm M.S. flat 10 cm long fixed to pelmet
with hollock wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl
plugs 75 mm long etc. all complete.

Providing and fixing 18 mm thick, 150 mm wide pelmet of coir veneer board ISI marked IS : 14842, m
including top cover of 6 mm coir veneer board, nickle plated M.S. Pipe 20 mm dia. (heavy type)
curtain rod with nickel plated brackets, including fixing with 25x3 mm M.S. Flat 10 cm long fixed to
pelmet with hollock wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and
rawl plugs 75 mm long etc. all complete.

Extra for using veneered particle board conforming to IS 3097 Grade I, in item of pelmet 18mm
thick 150mm wide.

Non decorative veneer on both sides. m

Particle board with decorative veneering on both sides. m
Providing and fixing teak wood lipping of size 25x3 mm in pelmet. m

Providing and fixing chromium plated brass curtain rods having wall thickness of 1.25 mm with two
chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever
necessary complete :

12 mm dia. m

20 mm dia. m
25 mm dia. m
Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets :

20 mm dia (heavy type) m

25 mm dia (heavy type) m
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square
or round bars etc. including priming coat with approved steel primer all complete.
Fixed to steel windows by welding. Kg
Fixed to openings /wooden frames with rawl plugs screws etc. Kg

Providing and fixing expanded metal 20x60 mm strands 3.25 mm wide and 1.6mm thick for Sqm
windows etc. including 62 x19 mm beading of II nd class teak wood and priming coat with approved
steel primer all complete.
Providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not less than 7.75 Kg Sqm
per sqm to window frames etc. including 62x19 mm beading of second class teak wood and priming
coat with approved steel primer all complete.
Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using
wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all
complete.
With 2nd class teak wood beading 62X19 mm. Sqm
With 12 mm mild steel U beading. Sqm

Deduct for fixing 75x25 mm hard drawn steel wire fabric of weight not less than 7.75 Kg per sqm in Sqm
panelled and glazed door and window shutter instead of glass sheet 4 mm thick.
Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter No.
bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1
cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).
Providing beams including hoisting, fixing in position and applying wood preservative for the
unexposed surfaces, etc. complete with :
Sal wood Cum
Hollock wood Cum

Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc.
complete :
125x65x2.12 mm No.
100x58x1.90 mm No.
75x47x1.70 mm No.
50x37x1.50 mm No.

Providing and fixing ISI marked, IS : 1341, M.S. heavy weight butt hinges with necessary screws etc.
complete :
125x90x4.00 mm No.
100x75x3.50 mm No.
75x60x3.10 mm No.

50x40x2.50 mm No.
Providing and fixing ISI marked oxidised M.S. pressed butt hinges with necessary screws etc.
complete.
125x65x2.12 mm No.
100x58x1.90 mm No.

75x47x1.70 mm No.
50x37x1.50 mm No.
Providing and fixing ISI marked oxidised M.S. pressed Parliamentary hinges with necessary screws
etc. complete :
150x125x27x2.80 mm No.

125x125x27x2.80 mm No.
100x125x27x2.80 mm No.
75x100x20x2.24 mm No.

Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.
complete :
150 mm No.
125 mm No.
100 mm No.
Providing and fixing oxidised M.S. double acting spring hinges with necessary screws etc. complete.

150 mm No.

125 mm No.
100 mm No.
Providing M.S. Piano hinges ISI marked IS : 3818 finished with nickel plating and fixing with
necessary screws etc., complete.
Overall width 35 mm. m
Overall width 50 mm. m
Overall width 65 mm. m
Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete :

300x16 mm No.
250x16 mm No.
Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary
screws etc. complete :
250x10 mm No.

200x10 mm No.
150x10 mm No.
100x10 mm No.
Providing and fixing ISI marked 85x42 mm oxidised M.S. pull bolt lock conforming to IS : 7534 with No.
necessary screws bolts, nut and washers etc. complete.
Providing and fixing ISi marked oxidised M.S. door latches conforming to IS:5930 with screws etc.
complete :
300x20x6 mm No.
250x20x6 mm No.
Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws
etc. complete :
125 mm No.
100 mm No.
75 mm No.
Providing and fixing oxidised M.S. hasp and staple (safety type) conforming to IS : 363 with
necessary screws etc. complete :
150 mm No.
115 mm No.

90 mm No.
Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc.
complete.
300 mm weighing not less than 200 gms. No.
250 mm weighing not less than 150 gms. No.
200 mm weighing not less than 120 gms. No.
Providing and fixing oxidised M.S. Safety chain with necessary fixtures for doors, (weighting not less No.
than 450 gms)
Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc.
complete :
125x64x1.90 mm No.

100X58X1.90 mm No.
75x47x1.80 mm No.
50x37x1.50 mm No.
Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel
screws etc. complete :
125x64x2.50 mm No.

100x60x2.50 mm No.
75x50x2.50 mm No.
Providing and fixing bright finished brass butt hinges with necessary screws etc. complete :
125x85x5.5 mm (heavy type) No.
125x70x4 mm (ordinary type) No.

100x85x5.5 mm (heavy type) No.

100x70x4 mm (ordinary type) No.
75x65x4 mm (heavy type) No.

75x40x2.5 mm (ordinary type) No.

50x40x2.5 mm (ordinary type) No.

Providing and fixing bright finished brass parliamentary hinges with necessary screws etc.
complete :

150x125x27x5 mm No.
125x125x27x5 mm No.
100x125x27x5 mm No.
75x100x20x3.2 mm No.
Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc.
complete :
250x10 mm No.

200x10 mm No.
150x10 mm No.
100x10 mm No.
Providing and fixing bright finished brass door latch with necessary screws etc. complete :

300x16x5 mm No.

250x16x5 mm No.

Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of No.
lever handles of approved quality with necessary screws etc. complete.
Providing and fixing bright finished brass 100 mm mortice latch with one dead bolt and a pair of No.
lever handles of approved quality with necessary screws etc. complete.
Providing and fixing bright finished brass night latch of approved quality including necessary screws No.
etc. complete.
Providing and fixing special quality bright finished brass cupboard or ward robe locks with four
levers of approved quality including necessary screws etc. complete.
40 mm No.
50 mm No.

65 mm No.
75 mm No.
Providing and fixing 50 mm bright finished brass cup board or wardrobe knob of approved quality No.
with necessary screws.
Providing and fixing bright finished brass handles with screws etc. complete:

125 mm No.

100 mm No.

75 mm No.
Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, No.
etc. complete.
Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having No.
brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto
700 mm), with necessary accessories and screws etc. complete.
Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer No.
(having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and
door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories
and screws etc. complete.

Providing and fixing bright finished brass casement window fastener with necessary screws etc. No.
complete.
Providing and fixing bright finished brass casement stays (straight peg type) with necessary screws
etc. complete :
300 mm weighing not less than 330 gms No.
250 mm weighing not less than 280 gms No.
200 mm weighing not less than 240 gms No.
Providing and fixing bright finished brass hasp and staple (safety type) with necessary screws etc.
complete :
150 mm No.

115 mm No.
90 mm No.
Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair No.
of lever handles of approved quality with necessary screws etc. complete.
Providing and fixing chromium plated brass night latch of approved quality including necessary No.
screws etc. complete.

Providing and fixing special quality chromium plated brass cupboard locks with six levers of
approved quality including necessary screws etc. complete.
Size 40 mm No.
Size 50 mm No.
Size 65 mm No.
Size 75 mm No.
Providing and fixing chromium plated brass 50 mm cupboard or wardrobe knobs with nuts No.
complete.
Providing and fixing chromium plated brass handles with necessary screws etc. complete:
125 mm No.
100 mm No.

75 mm No.

Providing and fixing chromium plated brass casement window fastener with necessary screws etc. No.
complete.
Providing and fixing chromium plated brass casement stays (straight peg type) with necessary
screws etc. complete :
300 mm weighing not less than 330 gms No.

250 mm weighing not less than 280 gms No.

200 mm weighing not less than 240 gms No.
Providing and fixing ISI marked aluminium butt hinges anodised (anodic coating not less than grade
AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc.
complete:
125x75x4 mm No.
125x63x4 mm No.
100x75x4 mm No.

100x63x4 mm No.

100x63x3.2 mm No.

75x63x4 mm No.
75x63x3.2 mm No.
75x45x3.2 mm No.
Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than
grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws
etc. complete :

300x16 mm No.
250x16 mm No.
Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade
AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc.
complete :
300x10 mm No.

250x10 mm No.
200x10 mm No.

150x10 mm No.

100x10 mm No.

Providing and fixing aluminium pull bolt lock, ISI marked, anodised(anodic coating not less than No.
grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary
screws bolts, nut and washers etc. complete.

Providing and fixing 50 cm long aluminium kicking plate of size 100x3.15 mm, anodised (anodic No.
coating not less than grade AC 10 as per IS :1868) transparent or dyed to required colour or shade
with necessary screws etc. complete.

Providing and fixing aluminium handles ISI marked, anodised (anodic coating not less than grade AC
10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc.
complete :
125 mm No.
100 mm No.
75 mm No.
Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating
not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with
necessary screws etc. complete.
Single rubber stopper No.

Twin rubber stopper No.

Providing and fixing aluminium casement stays, ISI marked, anodised (anodic coating not less than No.
grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary
screws etc. complete.
Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers No.
and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever
handles of approved quality with necessary screws etc. complete.
Providing and fixing aluminium tee channels (heavy duty) with rollers & stop end in pelmets as m
curtain rod.
Providing and fixing partition upto ceiling height consisting of G.l. frame and required board,
including providing and fixing of frame work made of special section power pressed/ roll form G.l.
sheet with zinc coating of 120 gms/sqm(both side inclusive), consisting of floor and ceiling channel
50mm wide having equal flanges of 32 mm and 0.50 mm thick, fixed to the floor and ceiling at the
spacing of 610 mm centre to centre with dash fastener of 12.5 mm dia meter 50 mm length or
suitable anchor fastener or metal screws with nylon plugs and the studs 48 mm wide having one
flange of 34 mm and other flange 36 mm and 0.50 mm thick fixed vertically within flanges of floor
and ceiling channel and placed at a spacing of 610 mm centre to centre by 6 mm dia bolts and nuts,
including fixing of studsalong both ends of partition fixed flush to wall with suitable anchor fastener
or metal screws with nylon plugs at spacing of 450 mm centre to centre, and fixing of boards to
both side of frame work by 25 mm long dry wall screws on studs, floor and ceiling channels at the
spacing of 300 mm centre to centre. The boards are to be fixed to the frame work with joints
staggered to avoid through cracks, M.S. fixing channel of 99 mm width (0.9 mm thick having two
flanges of 9.5 mm each) to be provided at the horizontal joints of two boards, fixed to the studs
using metal to metal flat head screws, including jointing and finishing to a flush finish with
recommended jointing compound, jointing tape, angle beads at corners (25 mm x 25 mm x 0.5
75 mm overall thickness partition with 12.5 mm thick double skin fire rated Glass Reinforced Sqm
Gypsum (GRG) board conforming to IS: 2095: (part 3) : 1996 (Board with BIS certification marks)

75mm overall thickness partition with 12.5 mm thick double skin tapered edged plain Gypsum Sqm
board conforming to IS: 2095: (part 1) : 1996 (Board with BIS certification marks)

66mm overall thickness Partition with 8mm thick double skin Calcium Silicate Board made with Sqm
Calcareous & Siliceous materials reinforced with cellulose fiber manufactured through autoclaving
process with Compressive Strength 225 kg/sq.cm, Bending Strength 100 kg./ sq.cm
66mm overall thickness partition using 8mm thick, double skin multipurpose cement board, Type-B, Sqm
Category-Ill as per IS : 14862:2000 reinforced with cellulose fibre manufactured through autoclaving
process (High pressure steam cured) with suitable fibre cement screws

66 mm overall thickness partition using 8 mm thick double skin multipurpose cement bonded wood Sqm
particle board manufactured as per IS: 14276 with suitable cement bonded board screws

Providing and fixing PTMT handles with necessary screws etc. complete.

125x34x24 mm weighing not less than 23 gms No.

150x34x24 mm weighing not less than 26 gms No.
Providing and fixing PTMT Butt hinges with necessary screws etc. complete.

75 x 60 x 10 mm fitted with 5.5 mm dia M.S. Bright Bar Rod weighing not less than 34 gms No.
100 x 75 x 10 mm fitted with 5.5 mm dia MS Bright Bar Rod weighing not less than 53 gms No.

Providing and fixing PTMT Tower Bolts with 12 mm one piece rod inside and necessary screws etc.,
complete.
152x42x18 mm weighing not less than 60 gms No.
202x42x18 mm weighing not less than 78 gms No.
Providing and fixing PTMT door catcher of length 72 mm and dia. of 42 mm with suitable washers No.
weighing not less than 33 gms

Providing and fixing Bamboo jaffery/ fencing consisting of superior quality 25 mm dia (Average) half Sqm
cut bamboo placed vertically and fixed together with three numbers horizontal running members of
hollock wood in scantling of section 50X25 mm, fixed with nails and G.I wire on existing support
complete as per direction of Engineer-in-charge.
Providing and fixing wooden moulded corner beading of triangular shape to the junction of
panelling etc. with iron screws, plugs and priming coat on unexposed surface etc. complete 2nd
class teak wood.

50x50mm (base and height). m

Providing and fixing 2nd class teak wood lipping/ moulded beading or taj beading of size 18X5 mm m
fixed with wooden adhesive of approved quality and screws/ nails on the edges of the Pre-
laminated particle board as per direction of Engineer-in-charge.

Providing and fixing bright finished 100 mm mortice lock with 6 levers without pair of handles of No.
approved quality for aluminium door, with necessary screws etc complete as per direction of
Engineer-in-charge.
Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters,
including fixing with necessary screws etc. complete.
Triple strip vertical type No.

Double strip (horizontal type) No.

Providing and fixing powder coated telescopic drawer channels 300 mm long with necessary screws sets
etc. complete as per directions of Engineer-in-charge.

Providing and fixing sliding arrangement in racks/ cupboards/cabinets shutter by with stainless steel No.
rollers to run inside C or E aluminium channel section (The payment of C or E channel shall be made
separately)

Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an
overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of
the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and
Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X
19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame
complete as per manufacturer’s specification and direction of Engineer-in-charge

Extruded section profile size 48x40 mm m

Extruded section profile size 42x50 mm m

Providing and fixing to existing door frames.

24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of Sqm
size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and
rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm
having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by
inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail
made up of ‘H’ section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall
thickness, fixed to the shutter styles by means of plastic/galvanised M.S. ‘U’ cleats. The shutter
frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all
thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at
two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers,
complete as per manufacturer’s specification and direction of Engineer-in-charge. (For W.C. and
bathroom door shutter).

30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC Sqm
hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative
moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S.
galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel
screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and
1 mm (± 0.1 mm) wall thickness. The lock rail made up of ‘H’ section, a uPVC hollow section of size
100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/
galvanised M.S. ‘U’ cleats. The shutter frame filled with a uPVC multi-chambered single panel of size
not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness . The
panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod
and fastened with nuts and washers, complete as per manufacturer’s specification and direction of
Engineer-in-charge.
25 mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section Sqm
of the size of 762 mm X 25 mm or less as per requirement with an average wall thickness of 1 mm
(± 0.3 mm). PVC foam end cap of size 23x10 mm are provided on both vertical edges to ensure the
overall thickness of 25 mm. M.S. tube having dimensions 19 mm x 19 mm and 1.0 mm (± 0.1 mm) is
inserted along the hinge side of the door. Core of the door shutter should be filled with High
Density Polyurethane foam. The Top & Bottom edges of the shutter are covered with an end-cap of
the size 25 mm X 11 mm. Door shutter shall be reinforced with special polymeric reinforcements as
per manufacturer’s specification and direction of Engineer- in-charge to take up necessary
hardware and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate
places.

Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 m
mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of
150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be
reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be
provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100
mm size, complete as per manufacturer’s specification and direction of Engineer-in-Charge.

Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S.
tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom
rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame
covered with 5 mm thick heat moulded PVC ‘C’ channel of size 30mm thickness, 70 mm width out
of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming
styles and 5 mm thick, 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be
tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out
of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail.

Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm
wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick
both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5
mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent
cement adhesive.

An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the ‘C’
Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge,
manufacturer’s specification & drawing.
30 mm thick plain PVC door shutters. Sqm
30 mm thick pre laminated PVC door shutters Sqm

Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 m
mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate
shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door
frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three
legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the
bottom to steady] the frame.

Providing and fixing to existing door frames.

30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and Sqm
approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin,
moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and
suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically
with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames.

30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood Sqm
finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP
laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and
polyurethane foam (PUF)/ Polystyrene foam to be used as filler material throughout the hollow
panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS:
14856, complete as per direction of Engineer-in-charge.

Providing and fixing factory made door frame (single rebate) made out of solid foam PVC extruded m
profile of minimum 60mm width and minimum 30 mm thickness, having homogenous fine cellular
structure and integral smooth outer skin. The frame's vertical and horizontal members to be
mitered cut and joined together with PVC solvent adhesive / cement and both corners
strengthened with fully threaded steel screws (of required size) fixed diagonally. The door frame is
to be fixed to door jambs using 6 Nos. SS 304 grade minimum 8 mm dia CSK Phillips stainless steel
self tapping screws/fasteners with PA6 grade polyamide sleeves both of required size, and gap if
any between the door frame and the jamb must be filled with clear silicon, complete as per
direction of the Engineer-in- Charge.
Providing PVC molding / architrave for door frame made up of extruded solid foam PVC profile m
having homogenous fine cellular structurewith smooth outer integral skin, minimum 30 mm width
and minimum 12mm thick suitable for fixing to frame. The molding shall be snap fitted in the
grooveprovided in the frame & fixed with PVC solvent adhesive / cement and self tapping screws
(of required size) complete as per direction of Engineer-in-Charge.

Providing and fixing factory made PVC Door shutter made of solid foam PVC profiles of thickness 5
mm and 15 mm at edges integrally extruded for vertical style and horizontal (top / bottom / lock)
rails of minimum cross section of 70mm x 28mm, of shape and design as per manufacturer's
specifications having homogenous fine cellular structure and smooth integral outer skin, inserted
with G.l. 'C' section/ rectangular tube profile of minimum 0.60 mm thickness with 120 gsm coating
as stiffeners as per manufacturer's specifications Mitered cut joints for styles and rails provided
with telescopic polymeric L' corners are joined together using solvent adhesive and strengthened
with fully threaded stainless steel screws (of required size) through reinforcement stiffener with
paneling of specified solid foam PVC board / high pressure laminate of required thickness and of
approved design and shade (matching the styles and rails), secured within styles and rails with
specially designed solid foam PVC moulded headings of required size using PVC solvent adhesive /
cement.

The finished door shutter including SS hardware, 1 no. SS sliding door bolt 200 x 10mm, 1 no. SS
tower bolt 200 x 10mm and 2 nos. SS handles 125 mm, shall be fixed to frame with 3 Nos. stainless
steel hinges of minimum size 100x58x1.9mm and stainless steel screws of required size complete as
per direction of the Engineer-in-Charge.(Cost of above hardware is inclusive in rates)

5 mm thick solid foam PVC panel of required size with moulded/extruded beading of appropriate Sqm
design shape and size as per manufacturer's specifications (to secure the panel insert tight in place
within the style and rails of the shutter)matching the color &shade of shutter frame - Non
decorative type.

5 mm thick solid foam PVC panel of required size with moulded / extruded beading of appropriate Sqm
design shape and size as per manufacturer's specifications (to secure the panel insert tight in place
within the style and rails of the shutter)matching the design, color & shade of shutter frame. -
Decorative type.

3 mm thick high pressure laminate (decorative type) with moulded /extruded beading of m
appropriatedesign shape and size as per manufacturer's specifications (to secure the panel insert
tight in place within the style and rails of the shutter)matching the design, color & shade of shutter
frame.

Providing and fixing PVC rigid foam sheet 1mm thick on existing door shutters (bathroom and W.C. Sqm
doors) using synthetic rubber based adhesive.
Providing and fixing 12 mm thick panelling or panelling and glazing in panelled or panelled and
glazed shutters for doors, windows and clerestory windows (area of opening for panel inserts
excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and
glazed shutters 25 mm to 40 mm thick.
Marine plywood conforming to IS: 710 Sqm

Fire retardant plywood conforming to IS: 5509. Sqm

Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt /
suede finish with high density protective surface layer and reverse side of adhesive bonding quality
conforming to IS : 2046 Type S, including cost of adhesive of approved quality.

1.5 mm thick. Sqm

1.0 mm thick. Sqm

Providing and fixing cup board shutters 25mm thick, with Pre-laminated flat pressed three layer Sqm
particle board or graded wood particle board IS: 12823 marked exterior grade (Grade l Type ll)
having one side decorative lamination and other side balancing lamination including IInd class teak
wood lipping of 25mm wide x12 mm thick with necessary screws and bright finished stainless steel
piano hinges complete as per direction of the Engineer-in-Charge

Providing and fixing cup board shutters with 25mm thick veneered particle board IS : 3097 marked
exterior grade (Grade I) of approved make including IInd class teak wood lipping of 25mm wide x 12
mm thick with necessary screws and bright finished stainless steel piano hinges complete as per
direction of Engineer-in-Charge.

With decorative veneering on one side and commercial veneering on other side. Sqm

With non decorative veneering on both sides. Sqm

Providing and fixing factory made shutters of Pre-laminated particle board flat pressed three layer
or graded wood particle board with one side decorative finish and other side balancing lamination
conforming to IS: 12823 Grade l Type ll, of approved design, and edges sealed with water resistant
paint and lipped with aluminium 'U' type edge beading all-round the shutter, including fixing with
angle cleat, grip strip, cadmium plated steel screws including fixing of aluminium hinges 100x63x4
mm etc. complete as per architectural drawing and direction of Engineer-in-Charge (Cost of 'U'
beading and hinges will be paid for separately).

25 mm thick. Sqm
Providing and fixing aluminum U beading of required size to Pre-laminated /flush door shutter Kg
including fixing etc. complete as per direction of Engineer-in-charge.
Providing and fixing, in position concealed G.l. section for wall paneling using board of required
thickness fixed on the 'W profile (0.55 mm thick) having a of 30 mm with thickness of 0.55 mm and
web of length 27 mm. Perimeter channel is fixed on the floor and the ceiling with the nylon sleeves
@610 mm C/C with fully threaded self-tapping dry wall screws. Board is fixed to the W profile with
25 mm countersunk ribbed head screws @ 200 mm C/C., all complete as per the drawing &
directions of engineer-in-charge, the joints of the boards are finished with specially formulated
jointing compound and 48mm wide jointing tape to provide seamless finish.

Tapered edge calcium silicate board made with calcareous & siliceous materials reinforced with
cellulose fiber manufactured through autoclaving process to give stable crystalline structure with
compressive strength 225 kg/sq.cm, Bending strength 100kg/sq.cm.
10mm thick. Sqm

Multipurpose cement board reinforced with suitable fibre cement screw

8 mm thick cement fibre board, Type- B, Category- III as per IS 14862:2000 Sqm

8 mm thick cement bonded wood particle board as per IS:14276. Sqm

Plain Gypsum plaster board conforming to IS: 2095( Part - I) : 2011 (Board with BIS certification
marks)
12.5 mm thick. Sqm
Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia
0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory
windows with necessary screws:

35 mm thick shutters.

with ISI marked M.S. pressed butt hinges bright finished of required size - Second class teak wood Sqm

with ISI marked M.S. pressed butt hinges bright finished of required size - Kiln seasoned and Sqm
chemically treated hollock wood.

with ISI marked M.S. pressed butt hinges bright finished of required size - Kiln seasoned selected Sqm
class of sheesham wood.
With ISI marked stainless steel butt hinges of required size. - Second class teak wood. Sqm
With ISI marked stainless steel butt hinges of required size - Kiln seasoned and chemically treated Sqm
hollock wood.

With ISI marked stainless steel butt hinges of required size - Kiln seasoned selected class of Sqm
sheesham wood.

30 mm thick shutters.
with ISI marked M.S. pressed butt hinges bright finished of required size - Second class teak wood. Sqm

with ISI marked M.S. pressed butt hinges bright finished of required size. - Kiln seasoned and Sqm
chemically treated hollock wood.
with ISI marked M.S. pressed butt hinges bright finished of required size. - Kiln seasoned selected Sqm
class of sheesham wood.

With ISI marked stainless steel butt hinges of required size. - Second class teak wood Sqm

With ISI marked stainless steel butt hinges of required size - Kiln seasoned and chemically treated Sqm
hollock wood.
With ISI marked stainless steel butt hinges of required size - Kiln seasoned selected class of Sqm
sheesham wood.

Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory
windows using wire gauge with average width of aperture 1.4mm in both directions with wire of
dia. 0.50 mm all complete.

With 2nd class teak wood beading 62X19 mm. Sqm

With 12 mm mild steel U beading. Sqm

Providing and fixing fire resistant door frame of section 143 x 57 mm having built in rebate made m
out of 16 SWG G.I. sheet (zinc coating not less than 120gm/sqm) duly filled with vermiculite based
concrete mix, suitable for mounting 60 minutes fire rated door shutters. The frame is fitted with
intumuscent fire seal strip of size 10x4 mm (minimum) alround the frame and fixing with dash
fastener of approved size and make, including applying a coat of approved brand fire resistant
primer etc. complete as per direction of Engineer-in-charge(Dash fastener to be paid for
separately).

Providing and fixing 50 mm thick glazed fire resistant door shutters of 60 minutes fire rating Sqm
conforming to IS:3614 (Part-II) tested and certified as per laboratory approved by Engineer-in-
charge with suitable mounting on doorframe, consisting of vertical styles, lock rail, top rail 100mm
wide, bottom rail 200mm wide, made out of 16 SWG G.I. sheet (zinc coating not less than 120
gm/sqm) duly filled FR insulation material and fixing with necessary stainless steel ball bearing
hinges of approved make, including applying a coat of approved fire resistant primer etc. all
complete as per direction of Engineer-in- charge (pannelling to be paid for separately).
Providing and fixing glazing in fire resistant door shutters, fixed panels, ventilators & partitions etc.,
with G.I. beading made out 1.6 mm thick G.I. sheet (zinc coating not less than 120 gm/sqm) of size
20 x 33 mm screwed with M4 x 38 mm SS screws at distance of 75 mm from the edges and 150 mm
c/c, including applying a coat of approved fire resistant primer/ powder coating of not less than 30
micron on G.I. beading & special ceramic tape of 5 x 20 mm size etc. complete in all respect as per
NBC 2016, IS 16231 (Part 3) :2016 and as per direction of Engineer-in-charge with glass of required
thickness having 60 minutes of fire resistance both integrity & radiation control (EW60) and
minimum 20 min of insulation (EI20).

The manufacturer has to give test report / certification of fire glass and the glass should have the Sqm
stamp showing the value of E, EW & EI. The glass shall be tested in approved NABL accredited lab or
any other accreditation body which operates in accordance with ISO/ IEC 17011 and accredits labs
as per ISO/ IEC 17025 for testing and calibration scopes shall be eligible. The maximum glazing size
shall not be more than 1100 x 2200 mm (w x h) or 2.42 sqm.

Providing and fixing panic bar / latch (Double point) fitted with a single body, Trim Latch & Lock on No.
back side of the Panic Latch of reputed brand and manufacture to be approved by the Engineer- in-
charge, all complete.

Providing and fixing plain lining with necessary screws/nuts & bolts/nails including a coat of
approved primer on one face and fixed on wooden /steel frame work, complete as per direction of
Engineer-in-charge. (Frame work shall be paid for separately)

12mm thick commercial ply conforming to IS : 1328 BWR type. Sqm

Providing and fixing PVC Door Frame of size 50x47mm with a wall thickness of 5 mm (± 0.2 mm) m
made out of single piece extruded PVC profile, with mitred cut joints and joint with 2nos of PVC
bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15mm & self driven self
taping screws, the vertical door profiles to be reinforced with 40x20mm M.S. rectangular tube of
0.8 mm , including providing EPDM rubber gasket weather seal throughout the frame, including
jointing 5mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame
to be fixed to the wall using 8x100mm long anchor fasteners complete, all as per manufacturer's
specification and direction of Engineer -in- charge.

35 mm thick factory made Solid panel PVC Door shutter made out of single piece extruded solid PVC
profiles, 5 mm (± 0.2mm) thick, having styles &rails (except lock rail) of size 95 mm x 35 mm x 5
mm, out of which 75 mm shall be flat and 20 mm shall be tapered (on both side), having one side
thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding
power, including reinforcing with MS tube of size 40 mm X 20 mm x 1 mm, joints of styles & rails to
be mitered cut & joint with the help of PVC solvent cement, self driven self tapping screws & M.S.
rectangular pipes bracket of size 190 mm X 100 mm of cross section size 35 mm x 17 mm x 1 mm at
each corner. Single piece extruded 5mm thick solid PVC lock rail of size 115mm X 35mm out of
which 75mm to be flat and 20mm to be tapered at both ends having 15mm solid core in middle of
rail section integrally extruded, fixing the styles and rails with the help of solvent and self driven self
tapping screws of 125mm X 11mm including providing 5mm single piece solid PVC extruded sheet
inserted in the door as panel, all complete as per manufacturer's specification and direction of
Engineer-in-Charge.

Non decorative finish (matt finish). Sqm

Decorative finish (wood grained finish). Sqm

Providing and Fixing factory made uPVC door frame, made of uPVC exturded sections, of size 65 m
mm x 55 mm with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be mitred cut
and jointed with plastic brackets and stainless steel screws, reinforcing hinge side vertical of the
frames with PVC profile of Size 28 mm x 30 mm having wall thickness 2 mm (±0.2 mm), including
providing & fixing 3 nos of 125 mm long stainless steel hinges to the frame, fixing the frame with
jamb with required number & size of anchor dash fastners, all complete as per manufacturer's
specification and direction of Engineer-in-charge

Providing and fixing 37 mm thick factory made PVC door shutter, styles and rails made of PVC Sqm
hollow section of size 100 mm x 37 mm with wall thickness 2 mm (± 0.2 mm), with inbuilt bead on
one side, styles and rails mitered cut and joint at the corners by means of 2 nos of plastic brackets
of size 75 mm x 220 mm at each corner and stainless steel screws, reinforcing the hinge side of style
by inserting PVC profile of size 28 mm x 30 mm, with wall thickness 2 mm ( ± 0.2 mm). Lockrail of
size 100 mm x 37 mm, wall thickness 2 mm (+ 0.2 mm) will be fixed to the vertical styles. Providing
with PVC snapfit beads and panel of size 100 mm x 20 mm, and inserting 2 nos tie bar of 6 mm dia
and fastening with nuts and washers complete, all as per manufacturer's specification and direction
of Engineer-in-charge.

Providing and Fixing factory made PVC door frame made of PVC extruded sections of size 75 mm x m
53 mm, having wall thickness 2.0 mm (± 0.2 mm). Both verticalssides of the frame reinforced with
PVC profile of cross section size 28 mm x 30 mm x 2 mm thickness (± 0.2 mm) and 75 mm x 200 mm
long, including reinforcing both ends of the top frame with PVC profile. PVC Door Frame and PVC
reinforcement profile to be mitred cut, jointed and fusion welded together, including providing and
fixing 3 nos of 125 mm long stainless steel hinges to frame, fixing the frame with jamb with required
nos & sizes of anchor dash fastener, all complete as per manufacturer's specification and direction
of engineer-in- charge.

Providing and fixing 37 mm thick factory made PVC Door shutter, styles and rails made of PVC Sqm
hollow extruded printed and laminated section having overall dimension 115 mm x 37 mm with
wall thickness 2 mm (± 0.2 mm) with inbuilt beading on one side, the styles and rails mitred cut and
joint at corners by inserting 2 nos PVC profile reinforcement of size 75 mm x 200 mm long with
cross section size of 28 mm x 30 mm having wall thickness 2 mm (± 0.2 mm). Styles, rails and
reinforcements to be fusion welded together. Only hinge side vertical style to be reinforced with
PVC profile reinforcement in full length. Printed and laminated PVC lock rail of size 110 mm x 37
mm having wall thickness 2 mm (± 0.2 mm) to be welded horizontally with the vertical styles after
inserting PVC profile reinforcement as in styles and rails, providing with PVC snap fit beading, panels
of 100 x 20 mm printed & laminated and inserting 2 nos 6 mm dia bright steel rod horizontally with
both side threaded and tightened with check nuts and washers complete, all as per manufacturer's
specification and direction of engineer-in-charge.
Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free
uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles
having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3
and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with
galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC
extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate
dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with
countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished
wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws
etc Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically
jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of
water etc.

After fixing frame the gap between frame and adjacent finished wall shall be filled with weather
proof silicon sealant over backer rod pf approved size and quality, all complete as per per approved
drawing conforming to CPWD specification & direction of Engineer-in-Charge.
Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by
Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with /
without high performance coatings as per design requirements and conforming to IS: 3548 &
IS:16231 shall be paid separately.

Note:- Structural design proof checked from a Government Engineering Institute, to be provided by
the manufacturer for:

(i) Sites with basic wind speed > 45 m/sec as per IS 875 - Part 3

(ii) Sites with structure height more than 20m for all wind speeds.

Two track two panels sliding window with Aluminium channel for roller track, wool pile, nylon
rollers with SS 304 body.
Using R2 series with frame (40mm & above) x (40mm & above) & sash (25mm & above) x (50mm & Sqm
above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 meter)
Using R3 series with frame (55mm & above) x (40mm & above) & sash (30mm & above) x (55mm & Sqm
above) with zinc alloy (zamak) powder coated handle on every panel along with multi-point locking
system (Height upto 1.8m)
Using R4 series with frame (64mm & above) x (45mm & above) & sash (44mm & above) x (55mm & Sqm
above) with zinc alloy (zamak) powder coated handle on every panel along with multi-point locking
system (Height above 1.8m).
Two track four panels sliding windows with Aluminium channel for roller track, wool pile, zinc alloy
(zamak) powder coated handle on three panels along with multi-point locking system, nylon rollers
with SS 304 body.
Using R3 series with frame (55mm & above) x (40mm & above) & sash (30mm & above) x (55mm & Sqm
above) (Height upto 1.8m).
Using R4 series with frame (64mm & above) x (45mm & above) & sash (44mm & above) x (55mm & Sqm
above) (Height above 1.8m).

Two and half track three panels sliding window with two glazed & one wire mesh panels with
Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body.

Using R2 series with frame (65mm & above) x (40mm & above) & glazed sash (25mm & above) x Sqm
(50mm & above) & fly screen sash (18mm & above) x (40mm & above) with zinc alloy (zamak)
powder coated touch locks with hook (Height upto 1.2 meter)

Using R3 series with frame (85mm & above) x (40mm & above) & glazed sash (30mm & above) x Sqm
(55mm & above) & fly screen sash (20mm & above) x (50mm & above) with zinc alloy (zamak)
powder coated handle on every glazed panel along with multi-point locking system. (Height upto
1.8 meter).

Three track three panels sliding window with two glazed & one wire mesh panels with Aluminium
channel for roller track, wool pile, nylon rollers with SS 304 body.
Using R2 series with frame (70mm & above) x (40mm & above) & both glazed and fly screen sash Sqm
(25mm & above) x (50mm & above) with zinc alloy (zamak) powder coated touch locks with hook.
(Height upto 1.2 meter).
Using R3 series with frame (98mm & above) x (40mm & above) & both glazed and fly screen sash Sqm
(30mm & above) x (55mm & above) with zinc alloy (zamak) powder coated handle on every glazed
panel along with multi-point locking system, (Height upto 1.8m).
Using R4 series with frame (115mm & above) x (45mm & above) & both glazed and fly screen sash Sqm
(44mm & above) x (55mm & above) with zinc alloy (zamak) powder coated handle on every glazed
panel along with multi-point locking system. (Height above 1.8m)
Three track three panels sliding window with Aluminium channel for roller track, wool pile, nylon
rollers with SS 304 body.
Using R2 series with frame (70mm & above) x (40mm & above) & sash (25mm & above) x (50mm & Sqm
above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 meter).
Using R3 series with frame (98mm & above) x (40mm & above) & sash (30mm & above) x (55mm & Sqm
above) with zinc alloy (zamak) powder coated handle on two end panels along with multi-point
locking system (Height upto 1.8 meter).
Using R4 series with frame (115mm & above) x (45mm & above) & sash (44mm & above) x (55mm Sqm
& above) with zinc alloy (zamak) powder coated handle on two end panels along with multi-point
locking system. (Height above 1.8 meter).
Two track two panels sliding door with Aluminium channel for roller track, wool pile, zinc alloy
(zamak) powder coated handle on every panel along with multi-point locking system, adjustable
nylon rollers with SS 304 body.
Using R3 series with frame (55mm & above) x (40mm & above) & sash (30mm & above) x (74mm & Sqm
above). (Height upto 2.5 meter).
Using R4 series with frame (64mm & above) x (45mm & above) & sash (44mm & above) x (85mm & Sqm
above). (Height above 2,5 meter).
Two track four panels sliding door with Aluminium channel for roller track, wool pile, zinc alloy
(zamak) powder coated handle on three panels along with multi-point locking system, adjustable
nylon rollers with SS 304 body.
Using R3 series with frame (55mm & above) x (40mm & above) & sash (30mm & above) x (74mm & Sqm
above). (Height upto 2 5 meter).
Using R4 series with frame (64mm & above) x (45mm & above) & sash (44mm & above) x (85mm & Sqm
above). (Height above 2.5 meter).
Three track three panels sliding door with two glazed & one wire mesh panels with Aluminium
channel for roller track, wool pile, zinc alloy (zamak) powder coated handle on two panels along
with multi-point locking system, adjustable nylon rollers with SS 304 body.
Using R3 series with frame (98mm & above) x (40mm & above) & both glazed and fly screen sash Sqm
(30mm & above) x (74mm & above). (Height upto 2.5 meter).

Using R4 series with frame (115mm & above) x (45mm & above) & both glazed and fly screen sash Sqm
(44mm & above) x (85mm & above). (Height above 2.5 meter).
Three track three panels sliding door with Aluminium channel for roller track, wool pile, zinc alloy
(zamak) powder coated handle on two panels along with multi-point locking system, adjustable
nylon rollers with SS 304 body.
Using R3 series with frame (98mm & above) x (40mm & above) & sash (30mm & above) x (74mm & Sqm
above). (Height upto 2.5 meter).
Using R4 series with frame (115mm & above) x (45mm & above) & sash (44mm & above) x (85mm Sqm
& above). (Height above 2.5 meter).

Fixed window / ventilator without mullion / transom

Using R1 series with frame (33mm & above ) x (35mm & above). (Height upto 0.90 meter) Sqm

Using R2 series with frame (39mm & above ) x (39mm & above). (Height upto 1.2 meter) Sqm

Using R3 series with frame (55mm & above (45mm & above). (Height upto 2.5 meter) Sqm

Using R4 series with frame (64mm & above ) x (50mm & above). (Height above 2.5 meter) Sqm

Fixed window / ventilator with mullion / transom.

Using R1 series with frame (33mm & above ) x (35mm & above) & mullion (33mm & above) x Sqm
(50mm & above). (Height upto 0.90 meter)

Using R2 series with frame (39mm & above ) x (39mm & above) & mullion (39mm & above) x Sqm
(60mm & above). (Height upto 1.2 meter)

Using R3 series with frame (55mm & above ) x (45mm & above) & mullion (55mm & above) x Sqm
(65mm & above). (Height upto 2.5 meter)

Using R4 series with frame (64mm & above ) x (50mm & above) & mullion (64mm & above) x Sqm
(70mm & above). (Height above 2.5 meter)
Ventilator Casement window single panel with or without fixed panel with S S. 304 friction hinges as
per size and weight of sash, single point locking zinc alloy (zamak) powder coated handles.

Using R1 series with frame (33mm & above ) x (35mm & above) & sash /mullion (33mm & above) x Sqm
(50 mm & above). (Height upto 0.90 meter).

Using R2 series with frame (39mm & above ) x (39mm & above) & sash /mullion (39mm & above) x Sqm
(60mm & above). (Height upto 1.2 meter)

Using R3 series with frame (55mm & above ) x (45mm & above) & sash /mullion (55mm & above) x Sqm
(65mm & above). (Height above 1.2 meter)

Casement window single panel with S.S. 304 friction hinges as per size and weight of sash, multi-
point locking system, zinc alloy (zamak) powder coated handles.

Using R2 series with frame (39mm & above) x (39mm & above) & sash (39mm & above) x (60mm & Sqm
above). (Height upto 1.2 meter)

Using R3 series with frame (55mm & above ) x (45mm & above) & sash (55mm & above) x (65mm & Sqm
above). (Height upto 1.8 meter)

Using R4 series with frame (64mm & above ) x (50mm & above) & sash (64mm & above) x (70mm & Sqm
above). (Height above 1.8 meter)

Casement window double panels with fixed mullion with S.S. 304 friction hinges as per size and
weight of sash, multi-point locking system, zinc alloy (zamak) powder coated handles.

Using R2 series with frame (39mm & above ) x (39mm & above) & sash (39mm & above) x (60mm & Sqm
above) & mullion (39mm & above) x (60mm & above). (Height upto 1.2 meter).

Using R3 series with frame (55mm & above ) x (45mm & above) & sash (55mm & above) x (65mm & Sqm
above) & mullion (55mm & above) x (65mm & above). (Height upto 1.8 meter).

Using R4 series with frame (64mm & above ) x (50mm & above) & sash (64mm & above) x (70mm & Sqm
above) & mullion (64mm & above) x (70mm & above). (Height above 1.8 meter).
Casement window double panels with French (False) Mullion with S.S 304 friction hinges as per size
and weight of sash, multi-point locking system, zinc alloy (zamak) powder coated handles.
Using R2 series with frame (39mm & above ) x (39mm & above) & sash (39mm & above) x (60mm & Sqm
above) & French (False) mullion (39mm & above) x (60mm & above). (Height upto 1.2 meter)
Using R3 series with frame (55mm & above ) x (45mm & above) & sash (55mm & above) x (65mm & Sqm
above) & French (False) mullion (55mm & above) x (60mm & above), (Height upto 1.8 meter).

Using R4 series with frame (64mm & above ) x (50mm & above) & sash (64mm & above) x (70mm & Sqm
above) & French (False) mullion (64mm & above) x (60mm & above). (Height above 1.8 meter)

Casement cum fixed panel window having one single casement panel & one fixed panel with S.S
304 friction hinges as per size and weight of sash, multi point locking system, zinc alloy (zamak)
powder coated handles.
Using R2 series with frame (39mm & above ) x (39mm & above) & sash (39mm & above) x (60mm & Sqm
above) & mullion (39mm & above) x (60mm & above). (Height upto 1.2 meter; each openable
shutter upto 0 8m width)

Using R3 series with frame (55mm & above ) x (45mm & above) & sash (55mm & above) x (65mm & Sqm
above) & mullion (55mm & above) x (65mm & above). (Height upto 1.8 meter, each openable
shutter upto 0.8m width)
Using R4 series with frame (64mm & above ) x (50mm & above) & sash (64mm & above) x (70mm & Sqm
above) & mullion (64mm & above) x (70mm & above). (Height above 1.8 meter; each openable
shutter upto 0.8m width)
Casement cum fixed panel window having single casement panel at both ends & middle fixed panel
with S.S 304 friction hinges as per size and weight of sash, multi-point locking system, zinc alloy
(zamak) powder coated handles.
Using R2 series with frame (39mm & above) x (39mm & above) & sash (39mm & above) x (60mm & Sqm
above) & mullion (39mm & above) x (60mm & above). (Height upto 1.2 meter; each openable
shutter upto 0.8m width)
Using R3 series with frame (55mm & above) x (45mm & above) & sash (55mm & above) x (65mm & Sqm
above) & mullion (55mm & above) x (65mm & above). (Height upto 1.8 meter; each openable
shutter upto 0.8m width)
Using R4 series with frame (64mm & above ) x (50mm & above) & sash (64mm & above) x (70mm & Sqm
above) & mullion (64mm & above) x (70mm & above). (Height above 1.8 meter; each openable
shutter upto 0.8m width)
Casement Window with Double Rebate Frame with one Side Hung Glazed Panel and one Side Hung
wire mesh Panel with S.S. 304 friction hinges as per size and weight of sash, multi-point locking
system, zinc alloy (zamak) powder coated handles on both glazed and fly screen panel
Using R3 series with frame (110mm & above ) x (45mm & above) & glazed sash (55mm & above) x Sqm
(65mm & above) & fly screen sash (30mm & above) x (55mm & above) & metal grill (if required to
be paid separately). (Height upto 1.8 meter)
Casement Window with Double Rebate Frame with two Side Hung Glazed Panel and two Side Hung
wire mesh Panel and Fixed Mullion with S.S. 304 friction hinges as per size and weight of sash,
multi-point locking system, zinc alloy (zamak) powder coated handles on both glazed and fly screen
panel.
Using R3 series with frame (110mm & above ) x (45mm & above) & glazed sash (55mm & above) x Sqm
(65mm & above) & f!y screen sash (30mm & above) x (55mm & above) & mullion (55mm & above)
x (65mm & above) & metal grill (if required to be paid separately). (Height upto 1.8 meter)
Casement Window with Double Rebate Frame with two Side Hung Glazed Panel on outside and two
Side Hung wire mesh Panel on inside and French (False) Mullion with S.S. 304 friction hinges as per
size and weight of sash, multi-point locking system, zinc alloy (zamak) powder coated handles with
shoot bolt on both glazed and fly screen panel.

Using R3 series with frame (110mm & above ) x (45mm & above) & glazed sash (55mm & above) x Sqm
(65mm & above) & f!y screen sash (30mm & above) x (55mm & above) & mullion (55mm & above)
x (65mm & above) & metal grill (if required to be paid separately). (Height upto 1.8 meter)
Casement door single panel with zinc alloy (zamak) 3D hinges, multi-point locking system with
cylinder, zinc alloy (zamak) powder coated handles on both sides.

Using R3 series with frame (55 mm & above) x (50mm & above) & sash (55 mm & above) x (85mm Sqm
& above) (Height upto 2.5 meter).

Using R4 series with frame (64 mm & above) x (55mm & above) & sash (64 mm & above) x (100mm Sqm
& above). (Height above 2.5 meter).

Casement door double panel with French (False) Mullion with zinc alloy (zamak) 3D hinges, multi-
point locking system with cylinder, zinc alloy (zamak) powder coated handles on both sides.
Using R3 series with frame (55 mm & above) x (50mm & above) & sash (55 mm & above) x (85mm Sqm
& above) & French (False) mullion (55 mm & above) x (60mm & above). (Height upto 2.5 meter).

Using R4 series with frame (64 mm & above) x (55mm & above) & sash (64 mm & above) x (100mm Sqm
& above) & French (False) mullion (64 mm & above) x (60mm & above). (Height above 2.5 meter).

Casement Door with Double Rebate Frame with one Side Hung Glazed Panel and one Side Hung
wire mesh Panel with zinc alloy (zamak) 3D hinges, multi- point locking system with cylinder, zinc
alloy (zamak) powder coated handles on both sides of glazed panel and zinc alloy (Zamak) powder
coated handle along with multi-point locking system on one side of fly screen panel.

Using R3 series with frame (110mm & above) x (45mm & above) & glazed sash (55mm & above) x Sqm
(85mm & above) & fly screen sash (55mm & above) x (65mm & above). (Height upto 2.5 meter).
Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed
windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required)
extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from
roll forming process of required length (shape & size according to uPVC profile), uPVC extruded
glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges,
zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame
to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc.

Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required)
shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water
etc.
After fixing frame the gap between frame and adjacent finished wall shall be filled with weather
proof silicon sealant over backer rod of required size and of approved quality, all complete as per
approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon
sealant shall be paid separately). Variation in profile dimension in higher side shall be accepted but
no extra payment on this account shall be made.

Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in
depth & width of profile shall be acceptable.
Casement window single panel with S.S. friction hinges (300 x 19 x 1.9 mm), made of (small series) Sqm
frame 47 x 50 mm & sash 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glass
pane glazing bead of appropriate dimension. (Area of window upto 0.75 sqm.)

Casement window double panels with S.S. friction hinges (300 x 19 x 1.9 mm) made of (small series) Sqm
frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 ± 0.2 mm
and single glazing bead of appropriate dimension. (Area of window above 0.75 sqm upto 1.50 sqm).

Casement window double panels with top fixed with S.S. friction hinges (350 x 19 x 1.9 mm) made Sqm
of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness
of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area of window upto 2.50 sqm).

Casement window single panel with S.S. friction hinges (400 x 19 x 1.9 mm) made of (big Sqm
series)frame 67 x 60 mm & sash 67 x 80 mm both having wall thickness of 2.3 ± 0.2 mm and single
glazing bead / double glazing bead of appropriate dimension. (Area of window above 0.75 sqm.)
Casement window double panels with S.S. friction hinges (350 x 19 x 1.9 mm) made of (big Sqm
series)frame 67 x 60 mm & sash / mullion 67 x 80 mm both having wall thickness of 2.3 ± 0.2 mm
and single glazing bead/ double glazing bead of appropriate dimension. (Area of window above 1.50
sqm).

Casement cum fixed panel window having both end single casement panel, middle fixed panels and Sqm
at top completely fixed ventilator with S.S friction hinges (350 x 19 x 1.9) made of (big series) frame
67 x 60 mm , sash 67 x 80 mm & mullion 67 x 80 mm all having wall thickness of 2.3 ± 0.2 mm and
single glazing bead/double glazing bead of appropriate dimension. (Area of window above 3.00 sqm
upto 5.00 sqm).

Providing and fixing factory made uPVC white colour fixed glazed windows/ ventilators comprising
of uPVC multi-chambered frame and mullion (where ever required) extruded profiles duly
reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of
required length (shape & size according to uPVC profile), , uPVC extruded glazing beads of
appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall,
plastic packers, plastic caps and necessary stainless steel screws etc.

Profile of frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall be
also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After
fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof
silicon sealant over backer rod of required size and of approved quality, all complete as per
approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon
sealant shall be paid separately). Variation in profile dimension in higher side shall be accepted but
no extra payment on this account shall be made

Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in
depth & width of profile shall be acceptable.
Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both Sqm
having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area upto
0.75 sqm.)
Providing and fixing factory made uPVC white colour casement/ Casement cum fixed glazed door
comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded
profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll
forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing
beads of appropriate dimension, EPDM gasket, zinc alloy (white powder coated) 3D hinges and one
handle on each side of panels along with zinc plated mild steel multi point locking having
transmission gear, cylinder with keeps and one side key, G.I fasteners 100 x 8 mm size for fixing
frame to finished wall and necessary stainless steel screws, etc.

Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required)
shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water
etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with
weather proof silicon sealent over backer rod of required size and of approved quality, all complete
as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon
sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but
no extra payment on this account shall be made.

Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in
depth & width of profile shall be acceptable.
Casement door with 3D hinges made of (big series) frame 67 x 64 mm & sash 67 x 110 mm both Sqm
having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate
dimension. (Area of door upto 2.00 sqm).

Casement door with top hung ventilator with 3D and S.S. friction hinges (400 x 19 x 1.9 mm) made Sqm
of (big series) frame 67 x 64 mm, sash 67 x 110 mm & mullion 67 x 80 mm all having wall thickness
of 2.3 ±. 0.2 mm and single glazing bead / double glazing bead of appropriate dimension.(Area of
door upto 2.50 sqm)

Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height
dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded
profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll
forming process of required length (shape & size according to uPVC profile), appropriate dimension
of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy
(white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight
bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and
necessary stainless steel screws etc.

Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of
holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and
adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required
size and of approved quality, all complete as per approved drawing & direction of Engineer-in-
Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid
separately).Variation in profile dimension in higher side shall be accepted but no extra payment on
this account shall be made.

Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth &
width of profile shall be acceptable.
Two track two panels sliding window made of (small series) frame 52 x 44 mm &s ash 32 x 60 mm Sqm
both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area
of window upto 1.75 sqm)

Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. Sqm
wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall
thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area of window upto
1.75 sqm).

Two track two panels sliding window made of (big series) frame 67 x 50 mm & sash 46 x 62 mm Sqm
both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of
appropriate dimension . (Area of window above 1.75 sqm upto 2.50 sqm).

Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. Sqm
wire mesh panels) made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall
thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension.
(Area of window above 1.75 sqm)

Three track three panels sliding window made of (big series) frame 116 x 45 mm & sash 46 x 62 mm Sqm
both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of
appropriate dimension. (Area of window above 1.75 sqm)
Providing and fixing factory made uPVC white colour sliding glazed window above 1.50 m in height
dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded
profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll
forming process of required length (shape & size according to uPVC profile), appropriate dimension
of uPVC extruded glazing beads, uPVC extruded interlocks and uPVC extruded Inline sash adaptor (if
required), EPDM gasket, wool pile, zinc alloy (white powder coated) handle on one side of extreme
panel along with zinc plated mild steel multi point locking having transmission gear with keeps, zinc
alloy (white powder coated) touch lock with hook (if required for wire mesh panel), stainless steel
(SS 304 grade) body with adjustable double nylon rollers (weight bearing capacity to be 120 kg), G.I
fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc.

Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of
holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and
adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required
size and of approved quality, all complete as per approved drawing & direction of Engineer-in-
Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately).
Variation in profile dimension in higher side shall be accepted but no extra payment on this account
shall be made.
Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth &
width of profile shall be acceptable.

Two track two panels sliding window made of (big series) frame 67 x 50 mm & sash 46 x 62 mm Sqm
both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of
appropriate dimension. (Area of window above 2.50 sqm upto 4.00 sqm.)

Two track four panels sliding window made of (big series) frame 67 x 50 mm & sash 46 x 62 mm Sqm
both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of
appropriate dimension. (Area of window above 4.00 sqm upto 8.00 sqm).

Providing and fixing factory made uPVC white colour sliding glazed door comprising of uPVC multi-
chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ±
0.2 mm thick galvanized mild steel section made from roll forming process of required length
(shape & size according to uPVC profile), appropriate dimension uPVC extruded glazing beads, uPVC
extruded interlock and uPVC extruded Inline sash adaptor (if required), EPDM gasket, wool pile, zinc
alloy (white powder coated) handle with key on one side of extreme panels along with zinc plated
mild steel multi point locking having transmission gear with keeps, zinc alloy (white powder coated)
cresent lock (if required), stainless steel (SS 304 grade) body with adjustable double nylon rollers
(weight bearing capacity to be 120 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished
wall and necessary stainless steel screws etc.

Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of
holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and
adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required
size and of approved quality, all complete as per approved drawing & direction of Engineer-in-
Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately).
Variation in profile dimension in higher side shall be accepted but no extra payment on this account
shall be made.

Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth &
width of profile shall be acceptable.

Two track two panels sliding door made of (big series) frame 67 x 50 mm & sash 46 x 82 mm both Sqm
having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate
dimension. (Area of door above 2.00 sqm upto 5.00 sqm)
Two track four panels sliding door made of (big series) frame 67 x 50 mm & sash 46 x 82 mm both Sqm
having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate
dimension. (Area of door above 8.00 sqm upto 10.00 sqm).
Three track three panels sliding door made of (big series) frame 116 x 45 mm & sash 46 x 82 mm Sqm
both having wall thickness of 2.3 ± 0.2 mm and single glazing bead/ double glazing bead of
appropriate dimension. (Area of door above 5.00 sqm)
Three track three panels sliding door with fly proof S.S wire mesh (Two nos. glazed & one no. wire Sqm
mesh panels) made of (big series) frame 116 x 45 mm & sash 46 x 82 mm both having wall thickness
of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of
door above 2.00 sqm upto 5.00 sqm)

Providing and fixing stainless steel (SS-304 grade) friction hinges to the side/top hung uPVC
windows, of approved quality, with necessary stainless steel screws etc. as per direction of
Engineer-in-charge.
200 x 19 x 1.9 mm No.
250 x 19 x 1.9 mm No.
300 x 19 x 1.9 mm No.

350 x 19 x 1.9 mm No.

400 x 19 x 1.9 mm No.

Providing and fixing casement handle made of zinc alloyed (white powder coated) for uPVC No.
casement window with necessary screws etc. complete.
Providing and fixing zinc alloyed (white powder coated) touch lock for uPVC sliding window with No.
necessary screws etc. complete.

Providing and fixing steel roller for uPVC sliding window with necessary screws etc. complete. No.

Providing and fixing steel roller for uPVC sliding door with necessary screws etc. complete. No.

Providing and fixing steel (white power coated) crescent lock for uPVC sliding window/ door with No.
necessary screws etc. complete.
Providing and fixing frame work for partitions/ wall lining etc. made of 50x50x1.6 mm hollow MS Kg
tube, placed along the walls, ceiling and floor in a grid pattern with spacing @ 60 cm centre to
centre both ways (vertically & horizontally) or at required spacing near opening, with necessary
welding at junctions and fixing the frame to wall/ ceiling/ floors with steel dash fasteners of 8 mm
dia, 75 mm long bolt, including making provision for opening for doors, windows, electrical
conduits, switch boards etc., including providing with two coats of approved steel primer etc.
complete, all as per direction of Engineer-in-charge.

Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters Sqm
for doors, windows and clerestory windows ( area of opening for panel inserts excluding portion
inside grooves or rebated to be measured). Panelling for panelled and glazed shutters 25mm to
40mm thick: Pre-laminated with decorative lamination on both side exterior Grade - I MDF Board
12 mm thick confirming to IS:14587

Providing and fixing Pre -laminated medium density fibre board exterior grade (Grade-I)
IS:14587:1998 marked, to frame, backing or studding with screws etc. complete ( Frames, backing
or studding to be paid separately).
Pre-laminated with decorative lamination on both side exterior Grade - I MDF Board 12 mm thick Sqm
confirming to IS:14587

Pre-laminated with decorative lamination on both side exterior Grade - I MDF Board 18 mm thick Sqm
confirming to IS:14587
Providing and fixing Pre-laminated medium density fibre board IS: 14587:1998 marked, with one
side decorative lamination other side balancing lamination Grade-I(exterior grade) in shelves with
screws and fittings wherever required, edges to be sealed with PVC edge bending tape 2.00 mm
thick of approved brand (fittings to be paid separately).

Pre-laminated with decorative lamination one side and other side balancing lamination exterior Sqm
Grade - I MDF Board 18 mm thick confirming to IS:14587
Pre-laminated with decorative lamination one side and other side balancing lamination exterior Sqm
Grade - I MDF Board 25 mm thick confirming to IS:14587
Providing and fixing in wall lining medium density fibre board IS: 14587:1998 marked, Pre-
laminated one side decorative lamination and other side balancing lamination, with necessary fixing
arrangement and screws etc. complete.
12 mm thick. Sqm

18 mm thick. Sqm
25 mm thick. Sqm
Providing and fixing 25mm thick pre-laminated medium density fibre board exterior grade ( Grade-I) Sqm
IS:14587:1998 marked with one side decorative and other side balancing lamination for cupboard
shutters edges to be sealed with PVC edge bending tape 2.00 mm thick of approved brand including
ISI marked nickel plated bright finishing M.S. piano hinges conforming to IS:3818 marked with
necessary screw etc all complete.
Providing and fixing skirting with Pre-laminated medium density fibre board exterior grade (Grade-I)
conforming to IS: 14587:1998 marked, with (one side decorative and other side balancing
lamination and edges to be sealed with PVC edge bending tape 2.00 mm thick of approved brand
with necessary fixing arrangements and screws, including drilling necessary holes for rawl plugs etc.
all complete.

18 mm thick. Sqm

25 mm thick. Sqm

Providing and fixing 60 mm thick glazed fire resistant door shutters of 120 min Fire Rating Sqm
confirming to IS:3614 (Part II) or EN1634-1:1999, tested and certified as per laboratory approved by
Engineer-in-charge, with suitable mounting on door frame, consisting of vertical styles, top rail &
side rail 60 mm x 60 mm wide and bottom rail of 110 mm x 60 mm made out of 1.6mm thick G.I.
sheet (zinc coating not less than 120gm/m²) duly filled mineral wool insulation having density min
96 kg/ m³ and fixing with necessary stainless steel ball bearing hinges of size 100x89x3mm of
approved make, including applying a coat of approved fire resistant primer or powder coating not
less than 30 micron etc all complete as per direction of Engineer-in-charge (panelling to be paid for
seperately).

Providing and fixing non load bearing fixed frame for fire resistant glazed Partition for 120 minutes m
Fire Rating, made out to a profile of dimension 60mm x 70 mm of 1.6 mm thick galvanised steel
sheet as per test evidence suitable for fixing fire rated glass for 120 minutes of both integrity &
radiation control (EW120) & minimum 20 minutes of insulation (EI20).The profile has to be fixed to
the supporting construction by means of anchor fasteners of size M10 x 80, every 150 mm from the
edges and every 500 mm (approx) c/c. Linear measurement of frame shall be measured for
payment. The frame shall be filled with mineral wool insulation of density min 96kg/ m³ and
finished with a approved fire resistant primer or Powder coating of not less than 30 micron in
desired shade as per NBC 2016, IS 16231 (Part 3):2016 and directions of Engineer - in- charge.

Providing and fixing glazing in fire resistant door shutters, fixed panels & partitions etc., with G.I.
beading made out of 1.6 mm thick G.I. sheet (zinc coating not less than 120 gm/m²) of size 20 x 33
mm screwed with M4 x 38 mm SS screws at distance 75 mm from the edges and 150 mm c/c ,
including applying a coat of approved fire resistant primer/ powder coating of not less than 30
micron on G.I. beading, & special ceramic tape of 5 x 20 mm size etc complete in all respect as per
NBC 2016, IS 16231 (Part 3):2016 and as per direction of Engineer-incharge with glass of required
thickness having 120 minutes of fire resistance both integrity & radiation control (EW120) and
minimum 20 minutes of insulation (EI20).

The manufacturer have to give test report/certification of fire glass and the glass should have the Sqm
stamp showing the value of E, EW & EI. The glass shall be tested in approved NABL accredited lab or
by any other accreditation body which operates in accordance with ISO/IEC 17011 and accredits
labs as per ISO/IEC 17025 for testing and calibration scopes shall be eligible. The maximum glazing
size shall not be more than 1100x2200 mm (w x h) or 2.42 sqm.

Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with
necessary screws etc all complete.
125mm No.

100mm No.

75mm
 No.
Providing and fixing stainless steel fancy handle of approved make fixed with SS screws etc.
complete as per direction of Engineer-in-charge.
200 mm No.
Providing and fixing stainless steel soft closing heavy type telescopic drawer channels of approved Set
make 500 mm long with screws etc. complete as per directions of Engineer- in-charge.
Total of the Sub-Head - Wood And P.v.c. Work :

8.0 Sub-Head : Steel Work

Structural steel work in single section, fixed with or without connecting plate,including cutting, Kg
hoisting, fixing in position and applying a priming coat of approved steel primer all complete
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, Kg
including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all
complete.
Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and Sqm
braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with
40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles,
including applying a priming coat of approved steel primer.

Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of Sqm
40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley,
40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a
priming coat of approved steel primer.

Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm
M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a
priming coat of approved steel primer.
Using M.S. angels 40x40x6 mm for diagonal braces Sqm

Using flats 30x6mm for diagonal braces and central cross piece Sqm

Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked
together through their entire length and jointed together at the end by end locks, mounted on
specially designed pipe shaft with brackets, side guides and arrangements for inside and outside
locking with push and pull operation complete, including the cost of providing and fixing necessary
27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength
conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.

80x1.25 mm M.S. laths with 1.25 mm thick top cover. Sqm

80x1.20 mm M.S. laths with 1.20 mm thick top cover. Sqm
80x0.90 mm M.S. laths with 0.90 mm thick top cover. Sqm
Providing and fixing ball bearing for rolling shutters. No.
Extra for providing mechanical device chain and crank operation for operating rolling shutters.
Exceeding 10.00 sqm and upto 16.80 sqm in the area. Sqm

Exceeding 16.80 sqm in area. Sqm

Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. bar instead of laths as Sqm
per design approved by Engineer-in- charge, (area of grill to be measured).
Fixing standard steel glazed doors, windows and ventilators in walls, including fixing of float glass
panes with glazing clips and special metalsash putty of approved make, or metal beading with
screws, (only steel windows, glass panes cut to size and glazing clips or metal beading with screws,
shall be supplied by department free of cost.
Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. Kg
1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for Kg
separately).

Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side
/top /centre hung, with beading and all members such as F7D.F4B, K11 B and K12 B etc. complete
of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and
riveted, including providing and fixing of hinges, pivots, pnmrng coat of approved steel primer, but
excluding the cost of other fittings, glass panes complete all as per approved design, (sectional
weight of only steel members shall be measured for payment).

Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. Kg
1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately) Kg

Extra for providing and fixing steel beading of size 10 x 10 x 1.6 mm (box type), approved shape and m
section with screws instead of glazing clips and metal sash putty, in steel doors, windows,
ventilators and composite units.
Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections,
joints mitred and welded, including fixing of necessary butt hinges and screws and applying a
priming coat of approved steel primer.
Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. Kg
1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).

Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately) Kg

Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from
commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if
required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed
mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges
2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a
coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:

Profile B
Fixing with adjustable lugs with split end tail to each jamb. m
Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for m
separately).

Profile C
Fixing with adjustable lugs with split end tail to each jamb. m
Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for m
separately).
Profile E
Fixing with adjustable lugs with split end tail to each jamb. m

Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for m
separately).
Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with
rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded
finish, with profiles of required size, including fixing of necessary butt hinges and screws and
applying a priming coat of approved steel primer.

Fixing with 15x3 mm lugs 10 cm. long embedded in cement concrete block 15x10x10 cm of C.C. Kg
1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for Kg
separately).
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including
cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including
welding and bolted with special shaped washers etc. complete.

Hot finished welded type tubes. Kg

Hot finished seamless type tubes. Kg

Electric resistance or induction butt welded tubes. Kg

Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked No.
ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per
standard design complete.
Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal No.
dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for
proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia
round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to
shape as per standard drawing.

Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. Kg
Providing and fixing bolts including nuts and washers complete. Kg
Providing and fixing M.S. rivets of sizes in position. Kg

Welding by gas or electric plant including transportation of plant at site etc. complete. cm
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position
and applying a priming coat of approved steel primer using structural steel etc. as required.
In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, Kg
all complete.
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. Kg
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing,
staircase railing and similar works, including applying priming coat of approved steel primer.
 M.S. tube. Kg
E.R.W. tubes. Kg
G.I. pipes Kg

Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm
dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10
mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as
per direction of Engineer-in-charge.

10 x 60 mm No.
10 x 80 mm No.

10 x 120 mm No.

10 x 140 mm No.
10 x 160 mm No.
Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., Kg
including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting
the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary
accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of
the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge,
(for payment purpose only weight of stainless steel members shall be considered excluding fixing
accessories such as nuts, bolts, fasteners etc.).

Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15 x
3mm and nuts & bolts complete.
Galvanised M.S. Wire gauze with 0.63mm dia wire and 1.4 mm aperture on both sides. Sqm
Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides. Sqm

Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory
windows all complete with :
4.0 mm thick glass panes. Sqm
5.5 mm thick glass panes. Sqm

Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle Kg
sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat
pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary
butt hinges and screws and applying a priming coat of approved steel primer, all complete as per
the direction of Engineer-In-charge.

Total of the Sub-Head - Steel Work :

9.0 Sub-Head : Flooring

Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar,
including filling the joints with same mortar, with common burnt clay non modular bricks:
1:4 (1 cement : 4 coarse sand) Sqm

1:6 (1cement : 6 coarse sand) Sqm

Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm Sqm
mud mortar, including filling joints with sand, with common burnt clay non modular bricks.

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with
a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps
etc. complete.

40 mm thick with 20 mm nominal size stone aggregate Sqm

52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick Sqm
cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2
graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per
50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but
excluding the cost of nosing of steps etc. complete.

62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick Sqm
cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded
stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of
cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding
the cost of nosing of steps etc. complete.
Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand),
finished with a floating coat of neat cement.

18 mm thick. Sqm
Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm Cum
nominal size), including finishing complete.
Extra for making chequers of approved pattern on cement concrete floors, steps, landing, Sqm
pavements etc.
40 mm thick marble chips flooring rubbed and polished to granolithic finish, under layer 34 mm
thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal
size) and top layer 6mm thick with white, black, chocolate, grey, yellow or green marble chips of
sizes from 1 mm to 4 mm nominal size, laid in cement marble powder mix 3:1 (3 cement : 1 marble
powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume,
including cement slurry etc. complete :

Dark shade pigment with ordinary cement. Sqm

Light shade pigment with white cement. Sqm

Medium shade pigment with 50% white cement and 50% ordinary cement. Sqm
White cement without any pigment. Sqm
Light shade pigment with ordinary cement. Sqm
Ordinary cement without any pigment. Sqm
40 mm thick marble chips flooring, rubbed and polished to granolithic finish, under layer 31 mm
thick cement concrete 1:2:4 (1 cement : 2coarse sand : 4 graded stone aggregate 12.5 mm nominal
size) and top layer 9 mm thick with white, black, chocolate, grey, yellow or green marble chips of
sizes from 4 mm to 7 mm nominal size, laid in cement marble powder mix 3:1 (3 cement : 1 marble
powder) by weight in proportion of 4:7 (4 cement marble powder : 7 marble chips) by volume,
including cement slurry etc. complete.

Dark shade pigment with Ordinary cement. Sqm

Light shade pigment with white cement. Sqm
Medium shade pigment with 50% white cement and 50% ordinary cement. Sqm
White cement without any pigment. Sqm
Light shade pigment with ordinary cement. Sqm
Ordinary cement without any pigment. Sqm
40 mm thick marble chips flooring, rubbed and polished to granolithic finish, under layer 28 mm
thick cement concrete 1:2:4 (1 cement : 2coarse sand : 4 graded stone aggregate 12.5 mm nominal
size) and top layer 12 mm thick with white, black, chocolate, grey yellow or green marble chips of
sizes from 7 mm to 10 mm nominal size, laid in cement marble powder mix 3:1 (3 cement : 1 marble
powder) by weight in proportion of 2:3 (2 cement marble powder mix : 3 marble chips) by volume,
including cement slurry etc. complete :

Dark shade pigment with ordinary cement. Sqm

Light shade pigment with white cement. Sqm
Medium shade pigment with 50% white cement and 50% ordinary cement. Sqm
White cement without any pigment. Sqm
Light shade pigment with ordinary cement. Sqm
Ordinary cement without any pigment. Sqm

Marble chips skirting up to 30 cm height, rubbed and polished to granolithic finish, top layer 6 mm
thick with white, black, chocolate, grey, yellow or green marble chips of sizes from smallest to 4 mm
nominal size, laid in cement marble powder mix 3:1 (3 cement : 1marble powder) by weight in
proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume :

18 mm thick with under layer 12 mm thick in cement plaster 1:3 (1 cement : 3 coarse sand) :

Dark shade pigment with ordinary cement. Sqm

Light shade pigment with white cement. Sqm

Medium shade pigment with 50% white cement and 50% ordinary cement. Sqm
White cement without any pigment. Sqm
Light shade pigment with ordinary cement. Sqm
Ordinary cement without any pigment. Sqm
Providing and fixing glass strips in joints of terrazzo/ cement concrete floors.

40 mm wide and 4 mm thick. m

Extra for laying terrazzo flooring on staircase treads not exceeding 30 cm in width including cost of Sqm
forming, nosing etc.
Crazy marble stone flooring, including filling the gaps with light shade pigment with white cement
marble powder mixture (3 parts of white cement : 1 part of marble powder) by weight in
proportion of 4:7 (4cement marble powder mix : 7 white, black or white and black marble chips of
sizes from 1 mm to 4 mm nominal size by volume), with under layer 25 mm thick cement concrete
1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 12.5 mm nominal size), including
rubbing, polishing and cement slurry etc. complete :

18 mm thick crazy marble stone white, black or as specified. Sqm

Precast terrazzo tiles 22 mm thick with graded marble chips of size upto12 mm, laid in floors, and
landings, jointed with neat cement slurry mixed with pigment to match the shade of the tiles,
including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1cement:4
coarse sand) :

Light shade pigment using white cement. Sqm

Medium shade pigment using 50%white cement and 50% ordinary cement. Sqm
Dark shade pigment using ordinary cement. Sqm
Ordinary cement without any pigment. Sqm
Extra if terrazzo tiles are laid in treads of steps not exceeding 30 cm in width. Sqm
Precast terrazzo tiles 22 mm thick with graded marble chips of sizes upto 12 mm, in skirting and
risers of steps not exceeding 30 cm in height, on 12 mm thick cement plaster 1:3 (1 cement : 3
coarse sand),jointed with neat cement slurry mixed with pigment to match the shade of the tiles,
including rubbing and polishing complete with tiles of :

Light shade pigment using white cement. Sqm

Medium shade pigment using 50% white cement and 50% ordinary cement. Sqm
Dark shade pigment using ordinary cement. Sqm
Ordinary cement without any pigment. Sqm
Chequered terrazzo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed
with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and
polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) :

Light shade pigment using white cement. Sqm

Medium shade pigment using 50% white cement, 50% ordinary cement. Sqm

Dark shade pigment using ordinary cement. Sqm

Ordinary cement without any pigment. Sqm

Chequerred precast cement concrete tiles 22 mm thick in footpath &courtyard, jointed with neat
cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc.
complete, on 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).

Light shade pigment using white cement. Sqm

Medium shade pigment using 50% white cement 50% Grey cement. Sqm

Dark shade pigment using ordinary cement. Sqm

Ordinary cement without any pigment. Sqm

Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour
using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting
cement as perish : 4457, complete as per the direction of Engineer-in- Charge.

In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand).

Acid and alkali resistant tile. Sqm

In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand).

Acid and alkali resistant tile. Sqm
Tile work in skirting, risers of steps and dado up to 2 m height over 12 mm thick bed of cement
mortar 1:3 (1 cement :3 coarse sand) and jointed with grey cement slurry @ 3.3 kg/sqm including
pointing in white cement mixed with pigment of matching shade complete.

Marble tiles (polished) Raj Nagar.

8 mm thick. Sqm

Marble stone flooring with 18mm thick marble stone as per sample of marble shall be approved by
Engineer-in-charge over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse
sand) laid and jointed with grey cement slurry including rubbing and polishing complete with :

Makrana white second quality. Sqm

Raj Nagar plain. Sqm

Agaria White Sqm

Black Zebra. Sqm

Udaipur green marble Sqm
Pink plain marble. Sqm
Extra for pre finished nosing to treads of steps of marble stone. m

Extra for marble stone flooring in treads of steps and risers using single length up to 2.00 metre . Sqm
Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement
slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete
with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :
25 mm thick. Sqm
Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) Sqm
thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with
pigment to match the shade of the slabs, including rubbing and polishing complete.
40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5
( 1cement : 5 coarse sand) with joints finished flush.
Red sand stone Sqm
White sand stone Sqm
40 mm thick fine dressed stone flooring over 20 mm (average)thick base of cement mortar 1:5 (1
cement : 5 coarse sand) including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with
an admixture of pigment to match the shade of stone.
Red sand stone Sqm
White sand stone Sqm
40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1
cement :5 coarse sand) with joints 3mm thick, side buttered with cement mortar 1:2 (1 cement : 2
stone dust) admixed with pigment to match the shade of stone and pointing with same mortar
Red sand stone Sqm
White sand stone Sqm

Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. m
Extra for Kota stone/ sand stone in treads of steps and risers using single length up to 1.05 metre . Sqm

25mm wooden planking, tongued and grooved in flooring including fixing with iron screws
complete with :
Second class teak wood Sqm
Second class deodar wood Sqm

38mm thick wood block flooring of first class teak wood laid over 25mm thick leveling layer of Sqm
cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 10mm nominal size) to
be paid separately coated with a thin layer of hot bitumen penetration 80/25 (blown type)@ 2.45
kg per sqm. including fixing blocks in position after dipping in hot bitumen (blown type) up to half
depth, planed, levelled smooth and finished complete.

Providing and fixing M.S. angle 50x50x5 mm to act as nosing with lugs of M.S. flat 10x5 mm 10cm Kg
long forked at end 60cm apart (minimum three lugs to be provided) including necessary welding
and applying a priming coat of approved primer on exposed surface etc. complete.
Providing and laying Ceramic glazed floor tiles of size 300x300 mm(thickness to be specified by the Sqm
manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White,
Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement :4 Coarse sand),
jointing with grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and
matching pigment etc.,., complete.
Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be Sqm
specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle
green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over
12 mm thick bed of cement Mortar 1:3 (1cement: 3 coarse sand) and jointing with grey cement
slurry @ 3.3kgper sqm including pointing in white cement mixed with pigment of matching shade
complete.

Providing and laying Ceramic glazed floor tiles of size 300x300 mm(thickness to be specified by the Sqm
manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades,
except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar1:4 (1
Cement : 4 Coarse sand), jointing with grey cement slurry @3.3kg/sqm including pointing the joints
with white cement and matching pigments etc., complete.

Providing and laying rectified Glazed Ceramic floor tiles of size 300x300mm or more (thickness to be Sqm
specified by the manufacturer), of 1stquality conforming to IS : 15622, of approved make, in colours
White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4(1 Cement: 4 Coarse
sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white
cement and matching pigments etc., complete.

Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to Sqm
be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all
colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar
1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including pointing the
joints with white cement and matching pigments etc., complete.

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the
manufacturer) with water absorption less than 0.08%and conforming to IS : 15622 , of approved
make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand)
jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and
matching pigments etc., complete.

Size of Tile 500x500 mm Sqm

Size of Tile 600x600 mm Sqm

Size of Tile 800x800 mm Sqm
Size of Tile 1000x1000 mm Sqm
Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the
manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved
brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement:
4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with
white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond
cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required
thickness, leveling system and rubber mallet for placing the tiles gently and easily.

Double charge vitrified tile polished finish of size

Size of Tile 600 x 600 mm Sqm
Size of Tile 800 x 800 mm Sqm
Size of Tile 600 x 1200 mm Sqm
Size of Tile 800 x 1200 mm Sqm
Size of Tile 1000 x 1000 mm Sqm

Glazed vitrified floor tiles polished finish of size

Size of Tile 600 x 600 mm Sqm

Size of Tile 600 x 1200 mm Sqm

Size of Tile 800 x 800 mm Sqm

Size of Tile 800 x 1200 mm Sqm

Size of Tile 1200 x 1200 mm Sqm

Glazed Vitrified tiles Matt/Antiskid finish of size

Size of Tile 600 x 600 mm Sqm

Size of Tile 600 x 1200 mm Sqm

Size of Tile 800 x 800 mm Sqm

Size of Tile 800 x 1200 mm Sqm

Size of Tile 1200 x 1200 mm Sqm

Deduct for not using 20 mm thick cement mortar 1:4 (1 cement : 4coarse sand) bedding in laying of Sqm
floor tiles and jointing with grey cement slurry @ 3.3kg/sqm
Fixing glazed/ Ceramic/ Vitrified floor tiles with cement based high polymer modified quick-set tile Sqm
adhesive (Water based) conforming to IS: 15477, in average 3mm thickness.
Crazy ceramic tile flooring, with under layer 12 mm thick cement mortar 1:4 (1 cement: 4 coarse Sqm
sand), with joints not exceeding 5 mm, including filling the gaps with ordinary cement mixture &
mixing with synthetic polyester fibre, triangular in shape having specific gravity of1.34 to 1.40, cross
section size ranging from 10 to 40 micron & length upto 6 mm , mixing fibre @ 125 grams per 50 kg
of cement in cement mortar, including providing and mixing water proofing material in mortar@ 1
kg per 50 kg of cement , all complete as per direction of Engineer-in-charge.

Providing and laying 500x500x40mm thick Turf paver (Turf pave XD) on 150mm thick sub grade of Sqm
compacted bed of 20mm thick nominal size stone aggregate and base course and filling with
150mm thick jamuna sand including spreading, well ramming, consolidating and finishing smooth
etc. all complete as per direction of Engineer-in-charge.

Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer) with
water absorption less than 0.08 % and conforming to I.S. 15622, of approved make in all colours &
shade in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1cement: 3 coarse
sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement
& matching pigments etc. complete.

Size of Tile 500x500 mm Sqm

Size of Tile 600x600 mm Sqm

Size of Tile 800x800 mm Sqm
Size of Tile 1000x1000 mm Sqm
Providing and fixing glazed screen printed border tile 75mm wide having thickness 5mm, of m
approved quality & make, in all shades, design and prints, in dado, over 12mm thick bed of cement
mortar1:3 (1 Cement : 3 Coarse sand) and jointing with grey cement slurry @ 3.3 kg/sqm including
pointing with white cement mixed with pigment of matching shade, all complete as approved by
Engineer - in - Charge.

Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer),
with water absorption less than 0.08%and conforming to IS: 15622, of approved brand &
manufacturer in all colours and shade in skirting, riser of steps, laid with cement based high
polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm
thickness, including grouting of joints(Payment for grouting of joints to be made separately).

Size of Tile 500x500 mm Sqm

Size of Tile 600x600 mm Sqm

Size of Tile 800x800 mm Sqm

Size of Tile 1000x1000 mm Sqm

Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of
organic coated filler of desired shade(0.10 kg of hardener and 0.20 kg of resin per kg), including
filling/grouting and finishing complete as per direction of Engineer-in-charge.
Size of Tile 500x500 mm Sqm
Size of Tile 600x600 mm Sqm
Size of Tile 800x800 mm Sqm
Size of Tile 1000x1000 mm Sqm
Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the
manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved
brand & manufacturer, in all colours and shade, laid with cement based high polymer modified
quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including
grouting of joints (Payment for grouting of joints to be made separately).

Size of Tile 500x500 mm Sqm

Size of Tile 600x600 mm Sqm
Size of Tile 800x800 mm Sqm
Size of Tile 1000x1000 mm Sqm
Providing and laying full body vitrified tile in floor of minimum thickness 15 mm with water
absorption less than 0.06% and conforming to IS: 15622, of approved make, brand and
manufacturer, laid on 20 mm thick base cement mortar 1:4 (1 cement: 4 coarse sand) jointing with
grey cement slurry @3.30 kg / sqm including grouting the joints with white cement and matching
pigments etc. The slab must be cut with the zero chipping diamond cutter only. Laying of slab will
be done with the help of notch trowel, wedge, clips of required thickness, vacuum cups for lifting,
leveling system and rubber mallet for placing the slab gently and easily.

Size of tile 800x2400mm of all colours and shades Sqm

Deduct for not grouting the joints with white cement and matching pigment in the items of fixing of Sqm
vitrified tiles
Providing and laying machine cut, mirror polished, Italian Marble stone flooring laid in required
pattern in linear portion of the building all complete as per architectural drawings, with 18 mm
thick stone slab laid over 20mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse
sand) laid and jointed with white cement slurry @ 4.4 kg/sqm, including pointing with white cement
slurry admixed with pigment to match the marble shade including rubbing, curing and polishing etc.
all complete as specified and as directed by the Engineer-in-Charge.

18 mm thick Italian Marble stone slab, Perlato, Rosso verona, Fire Red or Dark Emperadore etc Sqm

Providing and laying machine cut, mirror polished Marble stone flooring, in required design (Simple
geometrical, abstract etc.) and in patterns in combination with Italian marble stones of different
colours, shades and finished surface texture etc., in linear portions of the building, all complete as
per the architectural drawings, with 18 mm thick stone slab laid over 20 mm (average) thick base of
cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with white cement slurry @ 4.4
kg/sqm including pointing with white cement slurry admixed with pigment to match the marble
shade including rubbing, curing and polishing etc. all complete as specified and as directed by the
Engineer-in-Charge.

18 mm thick Italian Marble stone slab, Perlato, Rosso verona, Fire Red or Dark Emperadore etc. Sqm
Providing and fixing Glass mossaic tiles on finished plain wall surface of size 20 mm x 20 mm x 4 mm Sqm
in all colour, design , fixing in approved design. The glass mosaic tiles shall be fixed on the wall
surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of
the same. All completed as per direction of Engineer-in-charge.
Providing and fixing removable raised/false access flooring with system and its components of
approved make for different plenum height with possible height adjustment upto 50 mm,
comprising of modular load bearing floor panels supported on G.I. rectangular stinger frame work
and G.I. Pedestal etc. all complete, as per the architectural drawings, as specified and as directed by
Engineer-in-charge consisting of:

(a) Providing at required spacing to form modular framework, pedestals made out of GI tube of
thickness minimum 2 mm and 25 mm outer diameter, fully welded on to the G.I. Base plate of size
100mm x 100mm x 3mm at the bottom of the pedestal tube, G.I. pedestal head of size
75mmx75mmx3.5 mm welded with GI fully threaded stud 16mm outer diameter with two GI Check
nuts screwed on the stud for level adjustment upto 50mm, locking and stabilizing the pedestal head
in position at the required level. The pedestals shall be fixed to the subfloor (base) through base
plate using epoxy based adhesive of approved make or the machine screw with rawl plug.

(b) Stringers system in all steel construction hot dipped galvanized of rectangular size
570x20x30x0.80mm thick having holes at both ends for securing the stringers on to the pedestal
head using fully threaded screws ensuring maximum lateral stability in all directions, the grid
formed by the pedestal and stringer assembly shall receive the floor panel, this system shall provide
adequate solid, rigid support for access floor panel, the system shall provide a minimum clear
uninterrupted clearance between the bottom of the floor for electrical conduits and wiring etc. all
complete as per the architectural drawings, as specified and as directed by the Engineer-in-charge.

(c) Providing and fixing Access Floor panel of 600x600x32 mm medium grade Filled Steel anti static
high pressure Lamination of 800H grade (FS800H). Access Floor panel shall be steel welded
construction with an enclosed bottom pan with uniform pattern of 64 hemispherical cones. The top
and bottom plates of Steel Gauges: top 0.6 mm and bottom 0.7 mm fused spot welded together
(minimum 64 welds in each dome and 20 welds along each flange).

The panel should be Corroresist epoxy coated for lifetime rust protection and cavity formed by the
top and bottom plate is filled with Pyrogrip noncombustible Portland cementitious core mixed with
lightweight foaming compound. The access floor shall be factory finished with Anti-static High
Pressure laminate with Non Warp technology upto 1mm thickness for superior adhesion and
Surface flatness within 0.75mm.The panel is to withstand a Concentrated Load of 363 kgs applied
on area 25mm x 25mm without collapse in the centre of the panel which is placed on four steel
blocks. The panel will withstand and Uniformly Distributed Load (UDL) minimum 1250 kg/sqm and
an impact load of 50kg all complete as per the approved manufacturers specification and as per the
direction of Engineer-in-charge. All specification must be printed on the side of the panel to ensure
the quality of the product.

300 mm Finished Floor Height (FFH) Sqm

450 mm Finished Floor Height (FFH). Sqm

Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as
well as curvilinear portions of the building all complete as per the architectural drawings with 18
mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse
sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with
pigment of matching shade including rubbing, curing and polishing etc. all complete as specified
and as directed by the Engineer-in-Charge :
 Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. Sqm

Providing and laying Polished Granite stone flooring in required design and patterns, in linear as
well as curvilinear portions of the building all complete as per the architectural drawings with 18
mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse
sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with
pigment of matching shade including rubbing , curing and polishing etc. all complete as specified
and as directed by the Engineer-in-Charge.

Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent Sqm
Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red Sqm
Total of the Sub-Head - Flooring :
10.0 Sub-Head : Roofing
Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated
J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet
washers filled with white lead, including a coat of approved steel primer and two coats of approved
paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces),
excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever
required.

1.00 mm thick with zinc coating not less than 275 gm/m² Sqm
0.80 mm thick with zinc coating not less than 275 gm/m² Sqm
0.63 mm thick with zinc coating not less than 275 gm/ m² Sqm

Extra for straight cutting in C.G.S. sheet roofing for making opening of area exceeding 40 sq.
decimeter for chimney stacks, sky light etc. :
1.00 mm thick Nos
0.80 mm thick Nos
0.63 mm thick Nos

Extra for circular cutting in C.G.S. sheet roofing for making opening of area exceeding 40 sq.
decimeter:
1.00 mm thick Nos
0.80 mm thick Nos
0.63 mm thick Nos
Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J. or
L hooks, bolts and nuts 8 mm dia. G.I. limpet and bitumen washers complete.
0.80 mm thick with zinc coating not less than 275 gm/m² Nos
0.63 mm thick with zinc coating not less than 275 gm/m² Nos
Providing valleys of 90 cm wide overall in plain G.S. sheet fixed with polymer coated J, or L hooks,
bolts and nuts 8 mm dia. G.I. limpet and bitumen washers complete :
1.60 mm thick with zinc coating not less than 350 gm/m² Nos
Providing fixing of 40 cm overall width plain G.S. sheet fixed with polymer coated J, or L hooks, bolts
and nuts, G.I. limpet and bitumen washer complete, bent to shape and fixed in wall with cement
mortar 1:3 (1cement : 3 coarse sand).
1.00mm thick with zinc coating not less than 275 gm/m² Nos
Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron
brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with
rain water pipes complete.
0.80 mm thick with zinc coating not less than 275 gm/m² Nos
0.63 mm thick with zinc coating not less than 275 gm/m² Nos
Providing reinforced by organic fibres and/or inorganic synthetic fibres cement 6 mm thick Sqm
corrugated sheets (as per IS: 14871) roofing up to any pitch and fixing with polymer coated J, or L
hooks, bolts and nuts 8 mm dia. G.I. plain and bitumen washers or with self drilling fastener and
EPDM washers etc. complete (excluding the cost of purlins, rafters and trusses), including cutting
sheets to size and shape wherever required.

Extra for straight cutting in reinforced by organic fibres and/or inorganic synthetic fibres cement Nos
corrugated, semi corrugated 6 mm thick sheet roofing for making openings of area exceeding 40
square decimeter for chimney stacks, skylights etc.
Extra for circular cutting in reinforced by organic fibres and/or inorganic synthetic fibres cement Nos
corrugated/ semi corrugated 6 mm thick sheet roofing for making openings of area exceeding 40
square decimeter.
Extra for providing and fixing wind ties of 40x 6mm flat iron section. m
Providing and fixing ridges and hips in fibre cement reinforced by organic fibres and/or inorganic
synthetic fibres roofing with suitable fixing accessories or self drilling fastener and EPDM washer
etc. complete.

Corrugated serrated adjustable ridges m

Plain wing adjustable ridges m
Closed fitting adjustable ridges m

Unserrated adjustable hips m

Providing and fixing fibre cement reinforced by organic fibres and/or inorganic synthetic fibres
roofing accessories in all colours with polymer coated J or L hooks, bolts and nuts and or G.I. seam
bolts and nuts, G.I. plain and bitumen washers or with self drilling fastener and EPDM washer etc.
complete:

Corrugated apron pieces Nos

Eave's filler pieces Nos

North light curves Nos

Ventilator curves Nos

Barge boards Nos

Ridge finials pairs

Special north light curves No.

S type louvers Nos

Providing flat iron brackets 50x3 mm size with necessary bolts, nuts and washers etc. for fixing G.S. Nos
sheets gutters with purlins.

Painting top of roofs with bitumen of approved quality @ 17 kg per 10 sqm impregnated with a
coat of coarse sand at 60 cudm per 10 sqm including cleaning the slab surface with brushes and
finally with a piece of cloth lightly soaked in kerosene oil complete :
With residual type petroleum bitumen of grade VG - 10 Sqm

10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and
plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri
leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement
mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight
of cement and finished neat :

With common burnt clay F.P.S.(non modular) brick tile of class designation 10. Sqm
10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and
plastered with 25 mm thick mud mortar with bhusha @ 35 kg per cum of earth and gobri leaping
with mix 1:1 (1 clay : 1 cow-dung) and covered with machine moulded tile bricks, grouted with
cement mortar 1:3 ( 1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by
weight of cement and finished neat.

with machine moulded common burnt clay FPS (non modular) brick tiles of class designation 12.5, Sqm
conforming to IS 2690.
Extra for every additional 1 cm thickness of mud phaska Sqm
Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 (1 cement :3 fine
sand ) mixed with 2% of integral water proofing compound by weight of cement over 12mm layer
of cement mortar 1:3 (1cement :3 fine sand) and finished neat
With common burnt clay F.P.S. (non modular) brick tiles of class designation 10. Sqm
Providing and laying pressed clay tiles (as per approved pattern 20mm nominal thickness of Sqm
approved size) on roofs jointed with cement mortar 1:4 (1 cement :4 coarse sand) mixed with 2%
integral water proofing compound, laid over a bed of 20mm thick cement mortar 1:4 ( 1 cement : 4
coarse sand) and finished neat complete.
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement :2 coarse sand : 4 stone aggregate 10
mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per
standard design

In 75x75 mm deep chase Nos

Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 No.
cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet
1mx1mx400 micron, finished with 12mm cement plaster 1:3 (1 cement :3 coarse sand) and a coat
of neat cement, rounding the edges and making and finishing the outlet complete.

Providing sand stone slab for roofing and laying them in cement mortar 1 : 4 (1 cement : 4 coarse
sand) over wooden karries or R.C.C. battens or structural steel sections (Karries or battens or
structural steel sections to be paid separately), including pointing the ceiling joints with cement
mortar 1:3 (1 cement : 3 fine sand ) complete :

Red sand stone slab

40 to 50 mm thick Sqm
White sand stone slab :

40 to 50 mm thick Sqm

Providing and fixing insulating board ceiling of approved quality with necessary nails etc. complete
(frame work to be paid separately) :

Natural colour insulating board

12 mm thick Sqm

White face insulating board

12 mm thick Sqm

Flame retardant face insulating board

12 mm thick Sqm

Providing and fixing flat pressed 3 layer medium density particle board or graded particle board
(Grade I) IS: 3087 marked, in ceiling with necessary nails etc. complete (frame work to be paid
separately) :

12 mm thick Sqm
Providing and fixing plain multipurpose cement board (High pressure steam cured) with suitable
screws for cement particle board in ceiling etc. complete (frame work to be paid separately).

6 mm thick Cement fiber board, Type-B, Category-Ill as per IS: 14862:2000 Sqm

6 mm thick Cement bonded wood particle board as per IS:14276 Sqm

Extra for Circular cutting including wastages in ceiling with:

2nd class teak wood planks 20 mm thick Nos

Natural colour insulating board

12 mm thick Nos

White face insulating board:

12 mm thick Nos

Flame retardant face insulating board:

12 mm thick Nos
Standard quality hard board sheet:

3 mm thick Nos

4.5 mm thick Nos

Extra for providing and fixing ceiling to curved surfaces in narrow widths Sqm

Providing 10 mm thick plaster of Paris (Gypsum anhydrous) ceiling up to a height of 5 m above floor
level over first class kail wood strips 25x6mm with 10 mm gap in between and reinforced with
rabbit wire mesh fixed to wooden frame (frame work to be paid separately) :
Flat surfaces Sqm

Curved surfaces Sqm

Extra for any sunk or raised moldings in the plaster of Paris (Gypsum anhydrous) ceiling Sqm

Extra for providing plaster of Paris (Gypsum anhydrous) ceiling above 5 metres height from floor units
level.

Providing and fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Fibre Sqm
glass wool conforming to IS : 8183, density 24 kg/m3, 50 mm thick, wrapped in 200G Virgin
Polythene bags, fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5
mm x 24 gauge wire mesh, for top most ceiling of building.

Providing and fixing thermal insulation with Resin Bonded Fibre glass wool conforming to IS: 8183, Sqm
density 16 kg/m3, 50 mm thick, wrapped in 200G Virgin Polythene bags placed over existing false
ceiling and held in position by criss-crossing GI wire.
Thermal Insulation of roofing with Expanded polystyrene fixed with suitable adhesive to the false
ceiling as per the directions of the Engineer-in-charge :
With Type N - Normal 50 mm thick Sqm

With Type SE - Self Extinguishing type 50 mm thick Sqm

Providing and fixing 100 mm diameter and 60 cm long rain water spout in cement mortar 1:4 (1
cement : 4 fine sand).
Stone ware spout Nos
Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I. rain water pipes
embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse
sand : 4 graded stone aggregate 20 mm nominal size) and cost of cutting holes and making good the
walls etc. :

100 mm diameter Nos

150 mm diameter Nos
Providing lead caulked joints to sand cast iron rain water pipes and fittings :
100 mm dia. Pipe Nos
150 mm dia. Pipe Nos
Providing, fixing and embedding sand cast iron accessories for rain water pipes in the masonry
surrounded with 12 mm thick cement mortar of the same mix, as that of masonry (lead caulking will
be paid for separately) :
Sand cast iron plain shoes :
150 mm diameter Nos
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592
Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal
expansion,
(i)Single socketed pipes.
75 mm diameter m
110 mm diameter m
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised
Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring
conforming to IS :5382 leaving 10 mm gap for thermal expansion.
Coupler
75mm Nos
110mm Nos
Single pushfit Coupler :
75mm Nos
110mm Nos
Single tee with door
75x75x75 mm Nos
110x110x110 mm Nos
Single tee without door
75x75x75 mm Nos
110x110x110 mm Nos

Bend 87.5°
75 mm bend Nos
110 mm bend Nos

Shoe (Plain)
75 mm Shoe Nos
110 mm Shoe Nos

Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain
water pipes by means of 50x50x50 mm hardwood plugs, screwed with M.S. screws of required
length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and
making good the wall etc. complete.

75 mm Nos

110 mm Nos
Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and Nos
weighing not less than 440 grams.
Providing and fixing false ceiling at all height including providing and fixing of frame work made of
special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm
(both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick
with flanges of 27 mm and 37 mm, at 1200 mm centre to centre, one flange fixed to the ceiling with
dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the
angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other
end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of
1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with
tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre,

shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made
out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels
0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to
wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230
mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the
help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush
finish of tapered and square edges of the board with recommended jointing compound , jointing
tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and
two coats of primer suitable for board, all as per manufacturer's specification and also including the
cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter
channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in
Charge but excluding the cost of painting with :

12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) : 2011 (Board with Sqm
BIS certification marks)
12.5 mm thick tapered edge Glass Reinforced Gypsum (GRG) board conforming to IS: 2095- (Part Sqm
3) : 1996 (Board with BIS certification marks)

12.5 mm thick tapered edge gypsum moisture resistant board. Sqm

Fully Perforated Gypsum Plaster Board of size 1200 x 2400 x 12.5 mm having approx. 15 % Sqm
perforated area with perforation size and pattern as approved by the Engineer-in-charge and as per
manufacturer's specification, with all 4 sides tapered and backed by acoustical tissue with NRC
value not less than 0.60.

Providing and fixing to the inlet mouth of rain water pipe PTMT (an Engineering Thermoplastic) No.
grating square (Slit) 150 mm square with a height of 8 mm and weighing not less than 100 gms.
Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch including
fixing with polymer coated 'J' or 'L' hooks, bolts & nuts 8mm dia. G.I. plain/ bitumen washers
complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured
out of 2400 TEX panel rovigs incorporating minimum 0.3% Ultra-violet stabiliser in resin system
under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness
without air pockets and shall conform to IS 10192 and IS 12866. The sheets shall be opaque or
translucent, clear or pigmented, textured or smooth as specified.

2mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified. Sqm

2mm thick flat. Sqm

Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of Sqm
approved size and as per approved pattern on steel frame work complete (steel frame work to be
paid separately).
Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20mm thickness and of Sqm
approved pattern on steel frame work complete (steel frame work to be paid separately).
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as Sqm
approved by Engineer-in-Charge) of total coated thickness 0.50mm (base metal of minimum
0.45mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as
per IS:277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and
polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum
to avoid scratches during transportation and should be supplied in single length upto 12 metre or as
desired by Engineer-in- charge. The sheet shall be fixed using self drilling /self tapping screws of size
(5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces,
excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever
required.

Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness
0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with
Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on
both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws
complete:

Ridges plain (500 - 600mm) m

Flashings/ Aprons.( Upto 600 mm) m
North light curves m
Barge board (Upto 300 mm) m
Crimp curve m
Gutter (600 mm over all girth) m
Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal
level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @
120 grams/ sqm, both side inclusive) consisting of main "T" runner with suitably spaced joints to get
required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200
mm center to center and cross "T" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200
mm long spaced between main "T" at 600 mm center to center to form a grid of 1200x600 mm and
secondary cross "T" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet
to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle
of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required
cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc.

Main "T" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm
fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with
galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along
main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint,
all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge.

GI metal ceiling Lay in plain Tegular edge Global white colour tiles of size 595x595 mm, and 0.50 Sqm
mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm ( both sides
inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum),
including factory painted after bending.

GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 Sqm
mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides
inclusive) and 20% perforation area with 1.8mm dia holes and having NRC (Noise Reduction
Coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum),
including factory painted after bending and perforation, and backed with a black Glass fiber
acoustical fleece.

12.5mm thick square edge PVC Laminated Gypsum Tile of size 595x595mm, made of Gypsum Sqm
plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white
0.16mm thick fire retardant PVC film on the face side and 12 micron metalized polyester on the
backside with all edges sealed with the face side PVC film which goes around and wraps the edges
and is bonded to the edges and the back side metalized polyester film so as to make the tile a
completely sealed unit.

12.5 mm thick fully Perforated Gypsum Board tile made from plasterboard having glass fibre Sqm
conforming to IS: 2095 part I ,of size 595x595 mm, having perforation of 9.7x9.7 mm at 19.4 mm c/c
with center borders of 48 mm and the side borders of 30 mm, backed with non woven tissue on the
back side, having an NRC ( Noise Reduction Coefficient) of 0.79, with 50 mm resin bonded glass
wool backing.
Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate
false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level, suspended on
inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per sqm
including both side) consisting of main ‘T’ runner suitably spaced at joints to get required length
and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to
centre, and cross “T” of size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long
spaced between main ’T’ at 600 mm centre to centre to form a grid of 1200x600 mm and secondary
cross ‘T’ of length 600 mm and size 24 x 28 mm made of 0.33 mm thick (Minimum) sheet to be inter
locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery
walls /partitions on a Perimeter wall angle pre-coated steel of size (24x24x3000 mm made of 0.40
mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long
dry wall screws @ 230 mm interval and laying 15 mm thick densified edges calcium silicate ceiling
tiles of approved texture in the grid, including, cutting/ making opening “for services like diffusers,
grills, light fittings, fixtures, smoke detectors etc., wherever required.

Main ‘T’ runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6 mm fixed to
ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised
steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main ‘T’,
bottom exposed with 24 mm of all T sections shall be pre-painted with polyester baked paint, for all
heights, as per specifications, drawings and as directed by Engineer-in-Charge.

Note :- Only calcium silicate false ceiling area will be measured from wall to wall. No deduction shall Sqm
be made for exposed frames/ opening (cut outs) having area less than 0.30 sqm. The calcium
silicate ceiling tile shall have NRC value of 0.50 (Minimum), light reflection > 85%, non- combustible
as per B.S. 476 part IV, 100% humidity resistance and also having thermal conductivity <0.043
w/mK.

Providing and fixing GI Clip in Metal Ceiling System of 600x600 mm module which includes
providing and fixing ‘C’ wall angle of size 20x30x20mm made of 0.5mm thick pre painted steel along
the perimeter of the room with help of nylon sleeves and wooden screws at 300 mm center to
centre, suspending the main C carrier of size 10x38x10mm made of G.I steel 0.7 mm thick from the
soffit with help of soffit cleat 37x27x25x1.6 mm, rawl plugs of size 38x12 mm and C carrier
suspension clip and main carrier bracket at 1000 mm c/c. Inverted triangle shaped Spring Tee
having height of 24 mm and width of 34 mm made of GI steel 0.45 mm thick is then fixed to the
main C carrier and in direction perpendicular to it at 600 mm centers with help of suspension
brackets. Wherever the main C carrier and spring T have to join, C carrier and spring T connectors
have to be used. All sections to be galvanized @ 120 gms/sqm (both side inclusive), fixing with clip
intiles into spring 'T' with :

GI Metal Ceiling Clip in plain Beveled edge global white color tiles of size 600x600 and 0.5mm thick Sqm
with 25 mm height, made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and
electro statically polyester powder coated of thickness 60 microns (minimum), including factory
painted after bending.

GI Metal Ceiling Clip in plain Beveled edge global white color tiles of size 600x600 and 0.5mm thick Sqm
with 25 mm height, made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and
20% perforation area with 1.8mm dia holes and having NRC of 0.5, electro statically polyester
powder coated of thickness 60 microns (minimum), including factory painted after bending and
perforation.
Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar Sqm
refractive index) > 78, solar reflection >0.70 and initial emittance >0.75 on waterproof and sloped
surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4coarse
sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including
rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm
height along the parapet walls in the same manner.

Providing and laying roof insulation with 40 mm thick impervious sprayed, closed cell free Rigid Sqm
Polyurethane foam over deck insulation conforming to IS - 12432 Pt. III (density of foam being 40-
45 kg/cum),over a coat of polyurethane primer applied @ 6-8 sqm per litre, laying400 G polythene
sheet over PUF spray and providing a wearing course of 40 mm thick cement screed 1: 2 : 4 (1
cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) in chequered rough finish, in
panels of 2.5 m x 2.5 m and embedding with 24 G wire netting and sealing the joints with
polymerized mastic, all complete as per direction of Engineer-in-Charge.

Providing and fixing thermal insulation with Resin Bonded Fibre glass wool conforming to IS: 8183 Sqm
having density 24 kg/cum , 50 mm thick, wrapped in 200G Virgin Polythene Bags fixed to wall with
screw, rawl plug & washers and held in position by criss crossing GI wire etc. complete as per
directions of Engineer-in-Charge.

Providing and fixing tiled false ceiling of approved materials of size 595x595 mm in true horizontal
level, suspended on interlocking metal grid of hot dipped galvanized steel sections ( galvanized @
120 grams/ sqm, both side inclusive) consisting of main "T" runner with suitably spaced joints to get
required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200
mm center to center and cross "T" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200
mm long spaced between main "T" at 600 mm center to center to form a grid of 1200x600 mm and
secondary cross "T" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet
to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle
of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required
cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc.

Main "T" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm
fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with
galvanized butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along
main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint,
all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge.

8 mm thick fully perforated calcium silicate board made with Calcareous & Siliceous materials Sqm
reinforced with cellulose fiber manufactured through autoclaving process to give stable crystalline
structure with minimum compressive strength 225 kg/ sq. cm, bending strength 100 kg/sq. cm , of
size 595x595 mm, having perforation of dia. 10 mm with minimum perforated area 18 % with non
woven tissue on the back side, having an NRC (Noise Reduction Coefficient) of 0.85, with 50 mm
thick rockwool of 48 kg /cum backing.
Providing & fixing false ceiling at all height including providing & fixing of framework made of
special section, power pressed from M.S. sheets and galvanised with zinc coating of 120 gms/ sqm
( both side inclusive) as per IS : 277 and consisting of angle cleat of size 25mm wide x 1.6mm thick
with flanges of 27mm and 37mm, at 1200mm c/c, one flange fixed to the ceiling with dash fastener
12.5mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25
x10 x0.50mm of required length with nuts & bolts of required size and other end of angle hanger
fixed with intermediate G.I channels 45 x15 x 0.90mm running at the spacing of 1200 mm c/c, to
which the ceiling section 0.5mm thick bottom wedge of 80mm with tapered flanges of 26 mm each
having lips of 10.5mm, at 450mm c/c, shall be fixed in a direction perpendicular to G.I intermediate
channel with connecting clip made out of 2.64mm dia x 230mm long G.I.

wire at every junction, including fixing perimeter channels 0.50mm thick 27mm high having flanges
of 20mm and 30mm long, the perimeter of ceiling fixed to wall/ partitions with the help of Rawl
plugs at 450mm centre, with 25mm long dry wall screws @ 230mm interval, including fixing of
Calcium Silicate Board to ceiling section and perimeter channels with the help of dry wall screws of
size 3.5 x25mm at 230mm c/c, including jointing & finishing to a flush finish of tapered and square
edges of the board with recommended jointing compounds, jointing tapes, finishing with jointing
compounds in three layers covering up to 150mm on both sides of joints and two coats of primer
suitable for boards, all as per manufacture's specification and also including the cost of making
opening for light fittings, grills, diffusers, cut outs made with frame of perimeter channels suitably
fixed, all complete as per drawings, specification and direction of the Engineer in charge but
excluding the cost of painting with:

8 mm thick Calcium Silicate Board made with Calcareous & Siliceous materials reinforced with Sqm
cellulose fiber manufactured through autoclaving process.
Providing and fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Sqm
Rockwool conforming to IS: 8183, density 48 kg/ m3, 50 mm thick, wrapped in 200 G Virgin
Polythene bags fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of
12.5mm x 24 gauge wire mesh, for top most ceiling of building.

Providing and fixing thermal insulation with Resin bonded rock wool conforming to IS: 8183, density Sqm
48 kg/m3, 50 mm thick, wrapped in 200 G virgin Polythene bags placed over existing false ceiling
and held in position by criss- crossing GI wire.
Providing and fixing thermal insulation with Resin Bonded rock wool conforming to IS: 8183, having Sqm
density 48 kg/m3, 50 mm thick, wrapped in 200 G Virgin Polythene Bags fixed to wall with screw,
rawl plug & washers and held and in position by criss crossing GI wire etc. complete as per
directions of Engineer-in-Charge.

Providing and applying two coats of High Albedo paint having minimum Solar Reflective Index (SRI) Sqm
108 (with solar reflectance & thermal emittance tested as per ASTM) C 1549 and ASTM C 1371
respectively), VOC less than 10 cc/gm. The coating thickness and the methodology of application
shall strictly as per manufacturer's specifications and as approved by engineer In charge. Surface
preparation includes cleaning with metal wire brush to remove all dust, fungus etc., washing with
water all complete. The contractor shall give guarantee for the performance of SRI and also the
durability of coating, all complete as per direction of Engineer-in-charge.
Providing & fixing at all heights, levels and locations Mill finishAluminium alloy roofing sheets of
alloy IS designation 31500, temperHx8 conforming to IS 737 and dimensions as per IS code 2676
withcharacteristics of good formability and corrosion resistance. Theprofile sheets shall be fixed to
truss members in slope or requiredpitch or curvature with Hex cap headed self drilling/tapping
Stainlesssteel screws M6, 50 mm long with 3 mm EPDM seal washer etc. allinclusive of labour,
scaffolding, T&P and sundries etc. complete asper directions of the Engineer-In-Charge. (Cost of
truss/frame workshall be paid separately).

0.56 mm, Aluminium troughed profile with center to center pitch of 200 mm, depth of 32 mm, Sqm
overall profile width1092 mm, cover width 1000mm.
0.71 mm, troughed profile with center to center pitch of 200 mm, depth of 32 mm, overall profile Sqm
width1092 mm,cover width 1000mm.
0.91 mm, troughed profile with center to center pitch of 200 mm, depth of 32 mm, overall profile Sqm
width1092 mm, cover width 1000mm.
0.56mm Aluminium profile with center to center pitch of175 mm, depth of 46mm, top crest width Sqm
of 41mm,bottom valley width of 80mm, overall profile width of1144mm, cover width 1050mm.

0.71mm Aluminium profile with center to center pitch of 175 mm, depth of 46mm, top crest width Sqm
of 41mm, bottom valley width of 80mm, overall profile width of 1144mm, cover width 1050mm.

0.91mm Aluminium profile with center to center pitch of 175 mm, depth of 46mm, top crest width Sqm
of 41mm, bottom valley width of 80mm, overall profile width of 1144mm, cover width 1050mm.

0.56mm Aluminium Circular (sinusoidal) profile with center to center pitch of 75 mm, depth of 19 Sqm
mm, overall profile width 1250mm,cover width 1150mm.
0.71mm Aluminium Circular (sinusoidal) profile with center to center pitch of 75 mm, depth of 19 Sqm
mm, overall profile width 1250mm,cover width 1150mm.
0.91mm Aluminium Circular (sinusoidal) profile with center to center pitch of 75 mm, depth of 19 Sqm
mm, overall profile width 1250mm,cover width 1150mm.
Providing & fixing at all heights, levels and locations colour finish Aluminium alloy roofing sheets of
alloy IS designation 31500, temper Hx8 conforming to IS 737 and dimensions as per IS code 2676
with characteristics of good formability and corrosion resistance. Theprofile sheets shall be fixed to
trussmm,
0.56 members in slope
Aluminium orcoated
Color requiredpitch
troughedorprofile
curvature with Hex
with center cap headed
to center pitch ofself
200drilling/tapping
mm, depth of Sqm
32 mm, overall profile width1092 mm, cover width 1000mm.

0.71 mm, Aluminium Color coated troughed profile with center to center pitch of 200 mm, depth of Sqm
32 mm, overall profile width1092 mm, cover width 1000mm.
0.91 mm, Aluminium Color coated troughed profile with center to center pitch of 200 mm, depth of Sqm
32 mm, overall profile width1092 mm, cover width 1000mm.

0.56mm Aluminium color profile with center to center pitch of 175 mm, depth of 46mm, top crest Sqm
width of 41mm, bottom valley width of 80mm, overall profile width of 1144mm, cover width
1050mm.
0.71mm Aluminium color coated profile with center to center pitch of 175 mm, depth of 46mm, top Sqm
crest width of 41mm, bottom valley width of 80mm, overall profile width of 1144mm, cover width
1050mm.
0.91mm Aluminium color coated profile with center to center pitch of 175 mm, depth of 46mm, top Sqm
crest width of 41mm, bottom valley width of 80mm, overall profile width of 1144mm, cover width
1050mm.
 0.56 mm Aluminium profile with center to center pitch of 177.5 mm, depth of 28.5 mm, 987mm Sqm
overall profile width, cover width 900mm

0.71 mm Aluminium profile with center to center pitch of 177.5 mm, depth of 28.5 mm, 987mm Sqm
overall profile width, cover width 900mm
Providing and fixing of Pre-coated colour or mill finish Aluminium Roofing Accessories in 0.71 mm
thickness ,Alloy 31500 (IS designation) [Aluminium Alloy (AA) 3004 (ISO designation)] For color,
coating shall be 5-7 microns epoxy primer on both sides of the sheet and polyester top coat 15-18
microns, using self drilling/ tapping SS screws of size 6 x 50mm with 3mm thick EPDM seal and SS
plain washer complete :

Precoated/mill finish aluminium Ridges plain (500- 600mm) m

Precoated/mill finish aluminium Flashings/ Aprons (Upto 600 mm) m

Precoated/mill finish aluminium North light curves m

Precoated/mill finish aluminium Barge board (Upto 200 mm) m

Precoated/mill finish aluminium Crimp curve m
Precoated/mill finish aluminium Gutter (600 mm over all girth) m

Total of the Sub-Head - Roofing :

11.0 Sub-Head : Finishing
12 mm cement plaster of mix :

1:4 (1 cement: 4 fine sand) Sqm

1:6 (1 cement: 6 fine sand) Sqm

15 mm cement plaster on the rough side of single or half brick wall of mix :
1:4 (1 cement: 4 fine sand) Sqm

1:6 (1 cement: 6 fine sand) Sqm

20 mm cement plaster of mix :

1:4 (1 cement: 4 fine sand) Sqm
1:6 (1 cement: 6 fine sand) Sqm

12 mm cement plaster of mix :

1:4 (1 cement: 4 coarse sand) Sqm
1:6 (1 cement: 6 coarse sand) Sqm
15 mm cement plaster on rough side of single or half brick wall of mix :
1:4 (1 cement: 4 coarse sand) Sqm

1:6 (1 cement: 6 coarse sand) Sqm

20 mm cement plaster of mix :

1:4 (1 cement: 4 coarse sand) Sqm

1:6 (1 cement: 6 coarse sand) Sqm

12 mm cement plaster finished with a floating coat of neat cement of mix :

1:3 (1 cement: 3 fine sand) Sqm

1:4 (1 cement: 4 fine sand) Sqm

15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat
cement of mix :
1:3 (1 cement: 3 fine sand) Sqm
1:4 (1 cement: 4 fine sand) Sqm

Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.
12 mm cement plaster Sqm
20 mm cement plaster Sqm

15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on Sqm
the rough side of single or half brick wall.
18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement: 5 coarse Sqm
sand) finished with a top layer 6mm thick cement plaster 1:6 (1 cement: 6 fine sand).
18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement: 5 coarse Sqm
sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement: 3 coarse sand) finished rough with
sponge.
12 mm cement plaster 1:2 (1 cement: 2 stone dust) Sqm

15 mm cement plaster 1:2 (1 cement: 2 stone dust) on the rough side of single or half brick wall. Sqm
20 mm cement plaster 1:2 (1 cement: 2 stone dust) Sqm

6 mm cement plaster of mix :

1:3 (1 cement: 3 fine sand) Sqm

6 mm cement plaster 1:3 (1 cement: 3 fine sand) finished with a floating coat of neat cement and Sqm
thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams.

Neat cement punning Sqm

Rough cast plaster upto 10 m height above ground level with a mixture of sand and gravel or
crushed stone from 6 mm to 10 mm nominal size, dashed over and including the fresh plaster in
two layers, under layer 12mm cement plaster 1:4 (1 cement: 4 coarse sand) and top layer 10 mm
cement plaster 1:3 (1 cement: 3 fine sand) mixed with 10% finely grounded hydrated lime by
volume of cement.

Ordinary cement finish using ordinary cement Sqm

Pebble dash plaster upto 10 m height above ground level with a mixture of washed pebble or Sqm
crushed stone 6mm to 12.5 mm nominal size, dashed over and including fresh plaster in two layers
under layer 12 mm cement plaster 1:4 (1 cement: 4 coarse sand) and top layer 10 mm cement
plaster with cement mortar 1:3 (1 cement: 3 fine sand) mixed with 10% finely grounded hydrated
lime by volume of cement.

Extra for providing and mixing water proofing material in cement plaster work in proportion units
recommended by the manufacturers.

Extra for plastering exterior walls of height more than 10 m from ground level for every additional Sqm
height of 3 m or part thereof.
Extra for plastering on circular work not exceeding 6 m in radius:

In one coat Sqm

In two coats Sqm

Extra for plastering done on moulding cornices or architraves including neat finish to line and level:

In one coat Sqm

In two coats Sqm

Extra for plastering :

Spherical ceiling Sqm
Groined ceiling Sqm

Flewing soffits Sqm

Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare Sqm
the surface even and smooth complete.
Extra for lining out plaster to imitate stone or concrete blocks walling. Sqm

12 mm thick plain cement mortar bands in cement mortar 1:4 (1 cement: 4 fine sand) :

Flush Band units

Sunk Band units

Raised Band units

Moulded Band units
18 mm thick plain cement mortar band in cement mortar 1:4 (1 cement: 4 fine sand):
Flush Band units

Sunk Band units

Raised Band units

Moulded Band units

18 mm thick moulded cement mortar band in two coats under layer 12 mm thick with cement units
mortar 1:5 (1 cement: 5 coarse sand) top layer 6mm thick with cement mortar 1:4 (1 cement: 4 fine
sand).
Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement: 3 fine sand) :
Flush / Ruled/ Struck or weathered pointing. Sqm
Raised and cut pointing Sqm
Pointing on tile brick work with cement mortar 1:3 (1 cement: 3 fine sand) :
Flush / Ruled/ Struck or weathered pointing. Sqm

Pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand) :
Flush/ Ruled pointing Sqm
Raised and cut pointing Sqm
Raised and cut pointing on stone work in white cement mortar 1:3 (1 white cement: 3 marble dust) Sqm

Pointing on stone slab ceiling with cement mortar 1:2 (1 cement: 2 fine sand):
Flush/ Ruled pointing Sqm
Extra for pointing on walls on the outside at height more than 10 m from ground level for every Sqm
additional height of 3 m or part there of.
White washing with lime to give an even shade:

New work (three or more coats) Sqm

Satna lime wash on walls with one coat Sqm

Colour washing such as green, blue or buff to give an even shade :

New work (two or more coats) with a base coat of white washing with lime Sqm

New work (two or more coats) with a base coat of whiting Sqm
Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50
gram/litre, of approved manufacturer, of required shade and colour all complete :
Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 Sqm
gram/litre, of approved manufacturer, of required shade and colour all complete : New work (two
or more coats) over and including water thinnable priming coat with cement primer having VOC
content less than 50 gram/litre

Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50
gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's
specification.
Two or more coats on new work. Sqm
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall
surface :
Water thinnable cement primer. Sqm
Finishing walls with water proofing cement paint of required shade :

New work (Two or more coats applied @ 3.84 kg/10 sqm). Sqm
Finishing walls with textured exterior paint of required shade :
New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of Sqm
exterior primer applied @2.20kg/10 sqm.
Finishing walls with Acrylic Smooth exterior paint of required shade :
New work (Two or more coat applied @ 1.67 ltr/10 sqm Sqm
over and including priming coat of exterior primer applied
@ 2.20 kg/10 sqm
Finishing walls with Premium Acrylic Smooth exterior paint with
Silicone additives of required shade:
New work (Two or more coats applied @ 1.43 ltr/10 sqm Sqm
over and including priming coat of exterior primer applied
@ 2.20 kg/10 sqm)
Finishing walls with Acrylic Smooth exterior paint of required shade :

New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior Sqm
primer applied @ 0.90 litre/10 sum)
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade

New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of Sqm
exterior primer applied @ 0.90 litre/10 sqm)
Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per
manufacturers specifications :
Two or more coats applied on walls @ 1.25 ltr/10 sqm. over and including one coat of Special Sqm
primer applied @ 0.75 ltr / 10sqm
Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ Sqm
0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm of approved brand or
manufacture
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat Sqm
applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved
brand or manufacture
Finishing walls with ready mixed Premium acrylic emulsion paint (Company Depot Tinted) having
VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt
resistance exterior paint of required shade with silicon additives.
New work (Two or more coats applied @ 1.43 litre/10 sqm. Over and including priming coat of Sqm
exterior primer applied @ 0.90 litre/10 sqm.
Applying priming coat :
With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard Sqm
and soft wood)
With ready mixed aluminium primer of approved brand and manufacture on resinous wood and Sqm
plywood
With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel Sqm
galvanised iron/steel works
With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel Sqm
work (second coat)
Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and
manufacture on wet or patchy portion of plastered surfaces:
One coat Sqm

Two coats Sqm

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per
manufacturer's specifications including appropriate priming coat, preparation of surface, etc.
complete.
On steel work Sqm

On concrete work Sqm

Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required
colour to give an even shade :
New work (two or more coats) including a coat of approved steel primer but excluding a coat of Sqm
mordant solution.

Applying a coat of mordant solution on G.S. sheet :

With a solution of 38 gms of copper acetate in a litre of soft water Sqm
With a solution made of 13 gms of hydrochloric acid in a solution of 13 gms each of copper chloride, Sqm
copper nitrate and ammonium chloride dissolved in a litre of soft water.

Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings with black
anticorrosive bitumastic paint of approved brand and manufacture, over and including a priming of
ready mixed zinc chromate yellow primer on new work :
100 mm diameter pipes m
150 mm diameter pipes m
Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic
enamel paint of approved brand and manufacture and required colour over a priming coat of
approved steel primer on new work.
100 mm diameter pipes m

150 mm diameter pipes m

Painting with oil type wood preservative of approved brand and manufacture:

New work (two or more coats) Sqm

Providing and applying two coats of fire retardant paint on cleaned wood/ply surface @ 3.5 sqm Sqm
per litre per coat including preparation of base surface as per recommendations of manufacturer to
make the surface fire retardant.
Coal tarring two coats on new work using 0.16 and 0.12 litre coal tar per sqm in the first coat and Sqm
second coat respectively.
Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even
shade:
Two or more coats on new work. Sqm

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
Two or more coats on new work. Sqm

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give
an even shade:
Two or more coats on new work over an under coat of suitable shade with ordinary paint of Sqm
approved brand and manufacture.
Painting with aluminium paint of approved brand and manufacture to give an even shade .
Two or more coats on new work Sqm
Painting with acid proof paint of approved brand and manufacture of required colour to give an
even shade:
Two or more coats on new work. Sqm
Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an
even shade:
Two or more coats on new work. Sqm

Varnishing with varnish of approved brand and manufacture:

Two or more coats of glue sizing with copal varnish over an under coat of flatting varnish. Sqm

Two or more coats glue sizing with spar varnish or an under coat of flatting varnish. Sqm
French spirit polishing :

Two or more coats on new works including a coat of wood filler. Sqm
Polishing on wood work with ready mixed wax polish of approved brand and manufacture :

New work Sqm

Floor polishing on masonry or concrete floors with wax polish of approved brand and manufacture. Sqm

Lettering with black Japan paint of approved brand and manufacture units
Washed stone grit plaster on exterior walls of height upto 10 metre above ground level, in two Sqm
layers, under layer 12mm cement plaster 1:4 (1cement: 4 coarse sand), furrowing the under layer
with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre,
top layer 15mm cement plaster 1:1/2:2 (1 cement: 1/2 coarse sand :2 stone chipping 10mm
nominal size), in panels with groove all around as per approved pattern, including scrubbing and
washing the top layer with brushes and water to expose the stone chippings, complete as per
specification and direction of Engineer-in- charge (Payment for providing grooves shall be made
separately).

Forming groove of uniform size in the top layer of washed stone grit plaster as per approved
pattern using wooden battens, nailed to the under layer, including removal of wooden battens,
repair to the edges of panels and finishing the groove complete as per specifications and direction
of the Engineer-in-charge :

15 mm wide and 15 mm deep groove m

20 mm wide and 15 mm deep groove m

Extra for washed grit plaster on exterior walls of height more than 10m from ground level for every Sqm
additional height of 3 m or part thereof.

Extra for washed stone grit plaster on circular work not exceeding 6m in radius (in two coats). Sqm
Forming groove of uniform size from 12x12mm and upto 25x15mm in the top layer of washed m
stone grit plastered surface as per approved pattern, including providing and fixing aluminum
channels of appropriate size and thickness (not less than 2 mm), nailed to the under layer with rust
proof screws and nails and finishing the groove complete as per specifications and direction of the
Engineer-in-Charge.

Extra for using white cement in place of ordinary cement in the top layer of the item of washed Sqm
stone grit plaster.
Providing and applying 12 mm thick (average) premixed formulated one coat gypsum lightweight Sqm
plaster having additives and light weight aggregates as vermiculite/ per liter respectively
conforming to IS: 2547 (Part- 1 & II) 1976, applied on hacked / uneven background such as bare
brick/block/ RCC work on walls & ceiling at all floors and locations, finished in smooth line and level
etc. complete.

Extra for addition of synthetic Polyester triangular fibre of length 6 mm, effective diameter 10-40 units
microns and specific gravity of 1.34 to 1.40 in cement plaster/mortar by using 125 gms. of synthetic
Polyester triangular fibre for 50 Kgs. cement used in cement mortar as per directions of Engineer-in-
Charge.

Providing and applying white cement based putty of average thickness 1 mm, of approved brand Sqm
and manufacturer, over the plastered wall surface to prepare the surface even and smooth
complete.
Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic
Compound ) content less than 50 gram/ litre, of approved brand and of required shade and colour
complete to give and even shade.
Old work (one or more coats) Sqm
Two coats. Sqm

Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less
than 50 grams/ litre, of approved brand and manufacture, including applying additional coats
wherever required, to achieve even shade and colour.
One coat. Sqm
Two coats. Sqm
Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic
Compound ) content less than 50 grams/ litre. of approved brand and manufacture, including
applying additional coats wherever required to achieve even shade and colour.
One coat. Sqm

Two coats. Sqm

Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile
Organic Compound ) content.
With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less Sqm
than 50 grams/ litre.
With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre. Sqm

6 mm plaster on cement concrete or reinforced cement concrete work with white cement based Sqm
polymer modified self curing mortar of approved make as per the direction of Engineer-In-Charge.

White washing with lime to give an even shade :

Old work (two or more coats) . Sqm

Old work (one or more coats) . Sqm
Removing white or colour wash by scrapping and sand papering and preparing the surface smooth Sqm
including necessary repairs to scratches etc. complete
Distempering with 1st quality acrylic distember (Ready mix) having VOC content less than 50 grams/
litre of approved brand and manufacture to give an even shade :
Old work (one or more coats) Sqm
Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand Sqm
papering and preparing the surface smooth including necessary repairs to scratches etc. complete.

Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required
colour to give an even shade :
Old work (one or more coats) . Sqm
Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings with black
anticorrosive bitumastic paint of approved brand and manufacture over and including a priming
coat of ready mixed zinc chromate yellow primer on new work :
75 mm diameter pipes . m
Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with black
anticorrosive bitumastic paint of approved brand and manufacture on old work :
75 mm diameter pipes . m
100 mm diameter pipes . m
150 mm diameter pipes . m
Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings with aluminium
paint of approved brand and manufacture over a priming coat of ready mixed zinc chromate yellow
primer on new work :
75 mm diameter pipes . m
100 mm diameter pipes . m
150 mm diameter pipes . m
Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic
enamel paint of approved brand and manufacture and required colour on old work :

75 mm diameter pipes . m
100 mm diameter pipes . m
150 mm diameter pipes . m
Painting with oil type wood preservative of approved brand and manufacture :
Old work (one or more coats) . Sqm
Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade
:
One or more coats on old work. Sqm

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give
an even shade :
One or more coats on old work. Sqm

Painting with aluminium paint of approved brand and manufacture to give an even shade :

One or more coats on old work. Sqm

Painting with acid proof paint of approved brand and manufacture of required colour to give an
even shade :
One or more coats on old work. Sqm
Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an
even shade :
One or more coats on old work. Sqm
French spirit polishing :
One or more coats on old work. Sqm

Polishing on wood work with ready made wax polish of approved brand and manufacture :

Old work . Sqm

Re-lettering with black Japan paint of approved brand and manufacture. units

Painting (one or more coats) with black Japan paint of approved brand and manufacture to give an Sqm
even shade.

Providing and fixing C.P. brass chain and rubber plug complete for sink or wash basin :
32 mm dia. No.

40 mm dia. No.

Distempering with 1st quality acrylic washable distemper (ready made) having VOC content less
than 50 gm per ltr. of approved manufacturer and of required shade and colour complete as per
manufacturer's specification.
One or more coats on old work. Sqm

Finishing walls with water proofing cement paint of required shade :

Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 Sqm
litrs/10 sqm complete including cost of Priming coat.
Old work (one or more coats @ 2.20 kg/10 sqm) complete. Sqm

Finishing walls with textured exterior paint of required shade :

Old work (Two or more coats on existing cement paint surface applied @ 3.28 ltr/10 sqm. Sqm

Old work (One or more coats) applied @ 1.82 ltr/10 sqm. Sqm

Finishing walls with Acrylic Smooth exterior paint of required shade :

Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface). Sqm
Old work (One or more coat applied @ 0.90 ltr/10 sqm). Sqm

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade
:
Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface. Sqm

Old work (one or more coats applied @ 0.83 ltr/10 sqm). Sqm

Varnishing with varnish of approved brand and manufacture:

One or more coats with copal varnish. Sqm

One or more coats with spar varnish. Sqm

Melamine polishing on wood work (one or more coat). Sqm

Varnishing with flatting varnish of approved brand and manufacture one or more coats on old work. Sqm

Polishing in high gloss/matt finish melamine clear polish on wood work in required color/wooden
shade texture with following process in the sequence as detailed below:

1. The surface to be polished is rubbed with sand paper 80/120 no. and then with sand paper of
160/180 nos.
 2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and
2nd coat is allowed to dry for 8 to 12 hrs.

3. On drying of sealer coat, wet rubbing with emery cloth of finer grading with water to remove
excess sealer layer and make the surface further smooth after this wet rubbing, then surface is
applied with special grade melamine fillers to fill all the small and big holes/grooves etc. Filler coat
to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is further
allowed to dry for 12 hrs.

4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and Sqm
melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry
surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final
melamine polish is applied with compressor pressure spray gun using melamine clear polish and
melamine thinner mixed in required proportion complete as per direction of Engineer-in-Charge.
(Finalo coat to be done in 1 or 2 layers without gap of time.)

Total of the Sub-Head - Finishing :

12.0 Sub-Head : Repairs to Buildings

Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under,
including cutting the patch in proper shape, raking out joints and preparing and plastering the
surface of the walls complete, including disposal of rubbish to the dumping ground , all complete as
per directions of Engineer-In-Charge.

With cement mortar 1:4 (1 cement : 4 fine sand). Sqm

With cement mortar 1:4 (1cement: 4 coarse sand). Sqm
Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting
masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with
cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size),
painting two coats of approved wood preservative to sides of chowkhats and making good the
damages to walls and floors as required complete, including disposal of rubbish to the dumping
ground, all complete as per directions of Engineer-In-Charge.

Door chowkhats . No.

Window chowkhats . No.

Clerestory window chowkhats . No.

Fixing chowkhat in existing opening in brick / RCC wall with dash fasteners/Chemical fasteners of No.
appropriate size (3 nos on each vertical member of door chowkhat and 2 nos on each vertical
member of window chowkhats), including Cost of dash fasteners/ chemical fastener.

Making the opening in brick masonry including dismantling in floor or walls by cutting masonry and
making good the damages to walls, flooring and jambs complete, to match existing surface i/c
disposal of mulba/rubbish to the nearest municipal dumping ground, all complete as per directions
of Engineer-In-Charge.

For door/ window/ clerestory window. Sqm

Renewing glass panes, with putty and nails wherever necessary including racking out the old putty:

Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm). Sqm
Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm). Sqm
Renewing glass panes, with wooden fillets wherever necessary:

Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm). Sqm

Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm). Sqm

Renewing glass panes and refixing existing wooden fillets:

Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm). Sqm
Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm). Sqm
Supplying and fixing new wooden fillets wherever necessary:
2nd class teak wood fillets . m
Hollock wood fillets. m
Renewal of old putty of glass panes (length) . m

Refixing old glass panes with putty and nails . Sqm

Fixing old glass panes with wooden fillets (excluding cost of fillets) . Sqm
Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab No.
including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making
good the chase with matching concrete, plastering and painting the exposed portion of the clamps
complete.

Regrading terracing of mud phaska covered with tiles or brick, in cement by dismantling tiles or Sqm
bricks, removing mud plaster, preparing the surface of mud phaska to proper slope, relaying mud
plaster gobri leaping and tiles or bricks, grouted in cement mortar 1:3 (1 cement : 3 fine sand)
including replacing unserviceable tiles or bricks with new ones and disposal of unserviceable
material to the dumping ground (the cost of the new tiles or brick excluded), all complete as per
directions of Engineer-In-Charge.

Replacing sand stone slabs in roofing, laid in cement mortar 1:4 (1 cement : 4 coarse sand) including
necessary repairs and cement pointing with same mortar complete including disposal of rubbish to
dumping ground, all complete as per directions of Engineer-In-Charge.
Red/ white sand stone slabs 30 to 50 mm thick. Sqm
Renewing wooden battens in roofs, including making good the holes in wall and painting with oil
type wood preservative of approved brand and manufacture complete including removal of rubbish
to the dumping ground, all complete as per directions of Engineer-In-Charge.

Sal wood battens. Cum

Renewing wooden beams in roofs including making good the holes in walls and painting with oil
type wood preservative of approved brand and manufacture complete including removal of rubbish
to the dumping ground, all complete as per directions of Engineer-In-Charge.
Not exceeding 4.00 metres in length.

Sal wood beams . Cum

Hollock wood beams . Cum
Above 4.00 metres and upto 5.00 metres length.

Sal wood beams . Cum

Hollock wood beams . Cum
Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering Sqm
including disposal of rubbish to the dumping ground, all complete as per directions of Engineer-In-
Charge.
Flush pointing with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water
proofing compound by weight of cement for flat tile bricks on top of mud phaska :
With F.P.S. brick tiles Sqm
With modular brick tiles Sqm

Taking out wind ties from roof including cutting out rusted bolts, nuts etc. and removing materials Kg
to any distance within compound and stacking.
Fixing of old wind tie with new fittings including painting two or more coats with anticorrosive m
bitumastic paint of approved brand & manufacturer over and including priming coat of ready mixed
zinc chromate yellow primer of approved brand.
Renewing bottom rail and/or top runner of collapsible gate including making good all damages and Kg
applying priming coat of zinc chromate yellow primer of approved brand and manufacturer.
Renewing Wrought iron or M.S. Wheel or roller of steel door or gate and fitting and fixing the same
with necessary clamps, nuts and bolts / welding and erection etc. complete.
Wheel 50 mm dia. and below. wheel
Wheel above 50 mm dia. wheel

Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the kLtr
like.
Mud mortar made with local clay good earth. Cum
Brick work with common burnt clay bricks of class designation 7.5 in mud mortar Cum

Providing and fixing 25 mm thick shutters for cup board etc. :

Panelled or panelled & glazed shutters :
Superior class teak wood including nickel plated bright finished M.S. piano hinges with necessary Sqm
screws.

Ist class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws. Sqm

Glazed shutters :

Superior class teak wood including nickel plated bright finished M.S. piano hinges with necessary Sqm
screws.
Ist class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws. Sqm

Providing and fixing plain jaffri door and window shutters including bright or/and black enamelled
M.S. butt hinges with necessary screws 35x10mm laths placed 35mm apart (frames to be paid
separately) including fixing 50x12mm beading complete with :
Second class teak wood. Sqm
Providing and fixing brass curtain rods of wall thickness 1.25mm with two brass brackets fixed with
brass screws and wooden plugs etc. wherever necessary complete.
20 mm diameter. m

25 mm diameter. m

Providing and fixing M.S. round or square bars with M.S. flats at required spacing in wooden frames Kg
of windows and clerestory windows.
Providing joists (karries) including hoisting, fixing in position and applying wood preservative on
unexposed surface etc. complete with:
Sal wood. Cum

Hollock wood. Cum

Providing and fixing bright finished brass single acting spring hinges with necessary brass screws etc.
complete :
150 mm . No.

125 mm . No.

100 mm . No.

Providing and fixing bright finished brass double acting spring hinges with necessary brass screws
etc. complete :

150 mm No.

125 mm No.

100 mm No.
Providing and fixing bright finished brass flush bolts with necessary brass screws etc. complete :
250 mm No.

150 mm No.

100 mm No.

Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary No.
brass screws etc. to suit shutter thickness complete .
Providing and fixing bright finished brass hard drawn hooks and eyes :

300 mm No.
250 mm No.
200 mm No.
150 mm No.

100 mm No.
Providing and fixing bright finished brass fan light pivot with necessary brass screws etc. complete. No.

Providing and fixing 300 mm long bright finished brass chain with hook for fan light including No.
necessary brass screws etc. complete.

Providing and fixing bright finished brass quadrant stay 300mm long with necessary brass screws No.
etc. complete.
Providing and fixing bright finished brass helical door spring (superior quality). No.
Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass
screws etc. complete.
125x70x4 mm (ordinary type) . No.
100x70x4 mm (ordinary type) . No.

75x65x4 mm (heavy type) . No.

75x40x2.5 mm (ordinary type) . No.
50x40x2.5 mm (ordinary type) . No.

Providing and fixing 85x42mm chromium plated brass pull bolt lock with necessary chromium No.
plated brass screws, nuts, bolts and washers etc. complete.
Providing and fixing bright finished brass casement window fasteners or peg stays to windows/ Kg
ventilators with necessary welding and machine screws etc. complete.
Providing and fixing 14 mm bright finished brass spring catch to steel centre hung ventilators with No.
necessary welding and machine screws etc. complete.

Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including Sqm
cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with
white cement based polymer modified self curing mortar, including disposal of rubbish, all
complete as per the direction of Engineer-In- Charge.

Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all Ltr
heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the
tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank,
including marking the date of cleaning on the side of tank body with the help of stencil and paint
and disposing of malba, all complete as per direction of Engineer-in-Charge. (The old date already
written on tank should be removed with paint remover or black paint and if date is not written with
the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre if during cleaning
any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and
nothing extra will be paid on this account)

Cleaning and de-silting of gully trap chamber, including removal of rubbish mixed with earth etc. No.
and disposal of same, all as per the direction of Engineer-in-charge.
Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure m
suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity
and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for
cleaning and partial de-silting of manholes and de-chocking of sewer lines. De-chocking and flushing
of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer
line from 150mm dia upto 300mm dia for all depth.

Cleaning of under ground sump, Over Head R.C.C. Tank (independent staging) including disposal of
slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following
operations:-
(i) Tank shall be emptied of water by pumping & bottom shall be cleaned of slit and other deposits.
(ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and
pressure washed with water.

(iii) Chlorination of RCC internal surface by liquid chlorine.

(iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from
the surface.
(v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in- Sqm
Charge.

Disconnecting damaged overhead/terrace PVC water storage tank of any size from water supply No.
line and removing from the terrace including shifting at ground level as per direction of Engineer-in-
charge.

Providing & fixing White vitreous china water closet squatting pan (Indian type) along with "S" or
"P" trap including dismantling of old WC seat and "S" or "P" trap at site complete with all operations
including all necessary materials, labour and disposal of dismantled material i/c malba, all complete
as per the direction of Engineer-in charge.

Long pattern W.C Pan of size 580x440 mm No.

Orissa pattern W.C Pan of size 580x440 mm No.

Cutting holes of required size in brick masonry wall for fixing of exhaust fan including providing and No.
fixing 300 mm dia PVC pipe conforming BIS-12818 and making good the same etc. complete as per
direction of Engineer-in-charge.
Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete No.
as per directions of Engineer-in- Charge.
Hacking of CC flooring including cleaning for surface etc. complete as per direction of the Engineer- Sqm
in-Charge.
Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantled pipes (within 50 metres lead)
as per direction of Engineerin-Charge.
(a) Internal Work- Exposed on wall m

Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired No.
door shutters to existing door frames, including replacement of hinges with screws, etc. as required,
all complete as per the direction of the Engineer-in-charge.
Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-
propylene) modified Polymeric membrane over roof consisting of first coat of bitumen primer @
0.40Kg per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of
blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane
APP modified Polymeric membrane 1.5mm thick of 2.25 Kg/sqm weight consisting of five layers
prefabricated with centre core as 20micron HMHDPE film sandwiched on both sides with polymeric
mix and the polymeric mix is protected on both side with 20micron HMHDPE film.

7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement Sqm
mortar 1:3(1cement:3 fine sand) mixed with 2% integral water proofing compound by weight of
cement over a 12mm layer of cement mortar 1:3 (1 cement: 3 fine sand) and finished neat ( item of
laying brick tiles shall be paid for separately).

Providing and laying in situ five course water proofing treatment with APP (Atactic Polypropylene)
modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per
sqm, 2nd & 4th courses of bonding material @ 1.20 kg/sqm, which shall consist of blown type
bitumen of grade 85/25 conforming to IS : 702, 3rd layer of roofing membrane APP modified
Polymeric membrane 2.0 mm thick of 3.00 Kg/ sqm weight consisting of five layers prefabricated
with centre core as 100 micron HMHDPE film sandwiched on both sides with polymeric mix and the
polymeric mix is protected on both side with 20 micron HMHDPE film. 5th, the top most layer shall
be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1 cement : 3
fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm
layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall
be paid for separately).

7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement Sqm
mortar 1:3 (1cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of
cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of
laying brick tiles shall be paid for separately).

Providing and laying in situ seven course water proofing treatment with APP (Atactic Polypropylene)
modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per
sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 kg/sqm, which shall consist of blown type
bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP
modified Polymeric membrane 2.0 mm thick of 3.00 Kg/sqm weight consisting of five layers
prefabricated with centre core as 100 micron HMHDPE film sandwiched on both sides with
polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film.

7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement Sqm
mortar 1:3 (1 cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of
cement over a 12 mm layer of cement mortar 1:3 ( 1 cement : 3 fine sand) and finished neat (item
of laying brick tiles shall be paid for separately).

Providing and fixing APP (Atactic Polypropylene Polymer) modified prefabricated five layer 2 mm
thick water proofing membrane , black finished reinforced with glass fibre matt consisting of a coat
of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the samemembrance manufacture
of density at 25°C, 0.87 - 0.89 kg/ litre and viscocity 70 - 160 cps. Over the primer coat the layer of
membrane shall be laid using Butane torch and sealing all joints etc., and preparing the surface
complete.
The vital physical and chemical parameters of the membrane shall be as under : Joint strength in
longitudinal and transverse direction at 23°C as 350/300 N/ 5 cm. Tear strength in longitudinal and
transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility
shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be
got done through the authorised applicator of the manufacture of membrane.

2mm (for corrugated roof sheets) Sqm

Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm
thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat
of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the samemembrane manufactured
of density at 25°C, 0.87 - 0.89 kg/litre and viscocity 70 - 160 cps. Over the primer coat the layer of
membrane shall be laid using butane torch and sealing all joints etc., and preparing the surface
complete. The vital physical and chemical parameters of the membrane shall be as under : Joint
strength in longitudinal and transverse direction at 23°C as 350/300 N/5 cm.

Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not
less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147.
The laying of membrane shall be got done through the authorised applicator of the manufacturer of
membrane :

3 mm thick Sqm
Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm
thick water proofing membrane, black finished reinforced with non-woven polyester matt
consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same
membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the
primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and
preparing the surface complete.

The vital physical and chemical parameters of the membrane shall be as under : Joint strength in
longitudinal and transverse direction at 23°C as 650/ 450N/ 5cm. Tear strength in longitudinal and
transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility
shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be
got done through the authorised applicator of the manufacturer of membrane :

3 mm thick Sqm
Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100% polyester of Sqm
thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the
membrane by Butane Torch as per manufactures recommendation.
Providing round the clock security guard without gun for watch & ward of Government premises job
and its all belongings by deploying neatly dressed security guards in 8 hour’s shift including
necessary T&P like torch, lathi and uniform etc.complete,as per the direction of Engineer-in-charge.
(One job means 8 hour’s duty).
Providing round the clock security guard with gun for watch & ward of Government premises and
its all belongings by deploying neatly dressed security guards in 8 hour’s shift including necessary
T&P like torch, lathi and uniform etc.complete, as per the direction of Engineer-in-charge.(One job
means 8 hour’s duty).
job
 Total of the Sub-Head - Repairs To Buildings :

13.0 Sub-Head : Dismantling and Demolishing

Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 Cum
metres lead as per direction of Engineer in-charge

Demolishing cement concrete manually/ by mechanical means including disposal of material within
50 metres lead as per direction of Engineer - in - charge.

Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) Cum

Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) Cum

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and Cum
disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.

Demolishing R.B. work manually/ by mechanical means including stacking of steel bars and disposal Cum
of unserviceable material within 50 metres lead as per direction of Engineer-in- charge.
Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work Sqm
(Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of
Engineer in-charge.

Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work. Kg

Demolishing brick work manually/ by mechanical means including stacking of serviceable material
and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-
charge..

In mud mortar Cum

In lime mortar with old mughal bricks Cum

In lime mortar Cum

In cement mortar Cum

Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of
cleaned bricks shall be measured):

From brick work in mud mortar Units

From brick work in lime mortar Units

From brick work in cement mortar Units

Demolishing stone rubble masonry manually/ by mechanical means including stacking of

serviceable material and disposal of unserviceable material within 50 metres lead as per direction
of Engineer-in-charge :

In lime mortar Cum

In cement mortar Cum

Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work
manually/ by mechanical means including stacking of serviceable and disposal of unserviceable
material within 50 metres lead as per direction of Engineer-in-charge :
In lime mortar Cum

In cement mortar Cum

Removing mortar from and cleaning stones and concrete articles (net quantity of stacks of cleaned
materials will be measured):

In lime mortar Cum

In cement mortar Cum

Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats,
architrave, holdfasts etc. complete and stacking within 50 metres lead :

Of area 3 sq. metres and below No.

Of area beyond 3 sq. metres No.

Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within
50 metres lead:

Of area 3 sq. metres and below No.

Of area beyond 3 sq. metres No.
Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span and 5 metres
height including stacking the material within 50 metres lead :

Of sectional area 40 square centimetres and above. Cum

Of sectional area below 40 square centimetres. m

Extra for dismantling trusses, rafters, purlins etc. of wood work for every additional span of one
metre or part thereof beyond 10 metres :

Of sectional area 40 square centimetres and above units

Of sectional area below 40 square centimetres unit

Extra for dismantling trusses, rafters, purlins etc. of wood work for every additional height of one
metre or part thereof beyond 5 metres :

Of sectional area 40 square centimetres and above. units

Of sectional area below 40 square centimetres. unit

Dismantling steel work in single sections including dismembering and stacking within 50 metres
lead in:
R.S. Joists Kg
Channels, angles, tees and flats Kg
Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset Kg
plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50
metres lead.
Dismantling steel work manually/ by mechanical means in built up sections without dismembering Kg
and stacking within 50 metres lead as per direction of Engineer-in-charge

Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional span of one unit
metre or part thereof beyond 10 metres
Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional height of one units
metre or part thereof beyond 5 metres.

Extra for marking of structural steel work required to be re-erected. Kg

Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50
metres lead.
For thickness of tiles 10 mm to 25 mm Sqm

For thickness of tiles above 25 mm and up to 40 mm Sqm

Demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and Cum
disposal of unserviceable material within 50 metres lead :

Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and Sqm
disposal of unserviceable material within 50 metres lead
Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of Sqm
unserviceable material within 50 metres lead.

Demolishing mud phaska in terracing and disposal of material within 50 metres lead. . Cum

Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within
50 metres lead of:

G.S. Sheet Sqm

Asbestos cement sheet Sqm

Dismantling stone slab roofing over wooden karries or R.C.C. battens (dismantling karries and Cum
battens to be paid for separately), including stacking of serviceable material and disposal of
unserviceable material within 50 metres lead.

Dismantling jack arch roofing and floors including stacking of serviceable material and disposal of Sqm
unserviceable material within 50 metres lead.
Dismantling tiled roofing with battens, boarding etc. complete including stacking of serviceable Sqm
material and disposal of unserviceable material within 50 metres lead.

Demolishing thatch roofing including mats, bamboo, jaffari etc. complete including stacking of Sqm
serviceable material and disposal of unserviceable material within 50 metres lead.

Dismantling wooden ballies in posts and struts including stacking within 50 metres lead. m
Dismantling and stacking within 50 metres lead, fencing posts or struts including all earth work and
dismantling of concrete etc. in base of:

T’ or ‘L’ iron or pipe No.

R.C.C. No.

Cutting ballies or wooden posts of fencing at the point of projection above the concrete or ground No.
and stacking the same within 50 metres lead.

Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within Kg
50 metres lead.
Dismantling wooden trellis work excluding frames but including stacking the serviceable material Sqm
within 50 metres lead..

Dismantling expanded metal or I.R.C. fabrics with necessary battens and beading including stacking Sqm
the serviceable material within 50 metres lead.

Dismantling wooden boardings in lining of walls and partitions, excluding supporting members but
including stacking within 50metres lead :
Up to 10 mm thick Sqm

Thickness above 10 mm up to 25 mm Sqm

Thickness above 25 mm up to 40 mm Sqm

Dismantling precast concrete or stone slabs in walls, partition walls etc. including stacking within 50
metres lead :
Thickness up to 40 mm Sqm

Thickness above 40 mm up to 75 mm Sqm

Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of Sqm
serviceable materials and disposal of unserviceable materials within 50 metres lead.
Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material
within 50 metres lead :

75 to 80 mm dia pipe. m

100 mm dia pipe m

150 mm dia pipe m

Dismantling manually/ by mechanical means including stacking of serviceable material and disposal
of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :
Water bound macadam road Sqm
Bituminous road Sqm
Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out
the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per
direction of Engineer-in-charge :
15 mm to 40 mm nominal bore m
Above 40 mm nominal bore m

Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes,
manually/ by mechanical means breaking lead caulked joints, melting of lead and making into
blocks including stacking of pipes & lead at site within 50 metre lead as per direction of Engineer-in-
charge:

Up to 150 mm diameter m

Above 150 mm dia up to 300 mm dia. m

Above 300 mm diameter m

Dismantling steel cylinder R.C. pipes including excavation and refilling trenches after taking out the
pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into
blocks including stacking of pipes & lead at site within 50 metres lead as per direction of Engineer-
in-charge :

Up to 600 mm diameter m
Above 600 mm diameter m
Dismantling asbestos cement pressure pipes including excavation and refilling trenches after taking
out the pipes manually/ by mechanical means and stacking the pipes within 50 metres lead as per
direction of Engineer-in-charge :
Up to 150 mm diameter m
Above 150 mm diameter m

Taking out C.I. cover with frame from R.C.C. top slab of manholes of various sizes including No.
demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near
the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-
in-charge.

Taking out C.I. cover with frame from R.C.C. top slab of inspection chambers of various sizes No.
including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful
materials near the site and disposal of unserviceable materials within 50 metres lead as per
direction of Engineer-in-charge.
 Dismantling of R.C.C. spun vent shaft including excavating the cement concrete pit completely, No.
taking out the shaft, refilling the excavated gap, stacking the useful materials near the site and
disposal of unserviceable materials within 50 metres lead.
Dismantling of road gully chamber of various sizes including C.I. grating with frame including No.
stacking of useful materials near the site and disposal of unserviceable materials within 50metres
lead including refilling the excavated gap.
Dismantling of flushing cistern of all types (C.I./PVC/Vitreous China) including stacking of useful No.
materials near the site and disposal of unserviceable materials within 50 metres lead.

Dismantling of C.I. sluice valve including stacking of useful materials within a lead of 50 metres

Up to 150 mm diameter No.

Above 150 mm diameter No.

Dismantling of spindle fire hydrant including stacking of useful materials within 50 metres lead. No.

Dismantling of cement concrete platform along with curtain walls and base concrete etc. including
stacking of useful materials near the site and disposal of unserviceable materials within 50 metres
lead :
120 x 120 cm (outside to outside) No.

210 x 120 cm (outside to outside) No.

320 x 120 cm (outside to outside) No.

Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including Sqm
disposal of rubbish to the dumping ground within 50 metres lead.
Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including Sqm
disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as
directed by Engineer-in-charge.
Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal Cum
of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material
separately including cutting reinforcement bars.
Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of Cum
dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge.

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by Cum
mechanical means, including loading, transporting, unloading to approved municipal dumping
ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts
involved.

Total of the Sub-Head - Dismantling And Demolishing :

14.0 Sub-Head : Road Work

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after Sqm
excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road
roller including making good the undulations etc. and re- olling the sub grade and disposal of
surplus earthwith lead upto 50 metres.

Extra for compaction of earth work in embankment under optimum moisture conditions to give at Cum
least 95% of the maximum dry density (proctor density).
Supplying and stacking at site.
90 mm to 45 mm size stone aggregate. Cum
63 mm to 45 mm size stone aggregate. Cum
53 mm to 22.4 mm size stone aggregate. Cum
Over burnt (Jhama) brick aggregate 120 mm to 40 mm. Cum
Over burnt (Jhama) brick aggregate 90 mm to 45 mm. Cum
Stone screening 13.2 mm nominal size (Type A). Cum
Stone screening 11.2 mm nominal size (Type B). Cum
Red bajri Cum

Good earth. Cum

Moorum. Cum
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in Cum
uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity
in stages to proper grade and camber, applying and brooming requisite type of screening / binding
material to fill up interstices of coarse aggregate, watering and compacting to the required density

Laying water bound macadam sub-base with brick aggregate and binding material, earth etc.
including screening, sorting and spreading to template and consolidation with light power road-
roller etc. complete.(payment for brick aggregate and moorum etc. to be made separately)
Over burnt (Jhama) brick aggregate 120 mm to 40 mm. Cum

Over burnt (Jhama) brick aggregate 90 mm to 45 mm. Cum

Supplying, stacking and Spreading 6 mm thick red bajri, watering and rolling complete including
preparation of the surface and rolling.
With road roller/ hand roller. Sqm
Brick edging in full brick width and half brick depth including excavation, refilling and disposal of
surplus earth lead upto 50 metres.
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 m

Brick edging laid lengthwise with half brick depth including excavation, refilling and disposal of
surplus earth lead upto 50 metres :

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 m

Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50m and Sqm
consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne
capacity.
Making bajri path including preparation of sub grade, supplying and laying brick aggregate of 50mm Sqm
nominal size 7.5 cm deep with binding material consisting of 12 mm moorum and 12 mm red bajri
consolidated with road roller.
Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. Sqm
Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface
complete :

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Sqm
Cutting road and making good the same including supply of extra quantities of materials i.e.
aggregate, moorum screening, red bajri and labour required.
bituminous portion Cum

Water bound macadam. Cum

Cutting bajri paths and making good the same including supply of extra quantities of brick Sqm
aggregate, moorum and red bajri required.
Supplying at site :

R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone Cum
aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per
direction of Engineer-in-charge (cost of earth works in excavation, concrete works in foundation to
be paid separately).

Welded steel wire fabric of required width having rectangular mesh painted with two or more coats Kg
of enamel paint of approved shade over a coat of primer (Priming & Painting to be paid for
separately).
Supplying and fixing turn buckles and straining bolts for barbed wire fencing. sets
Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every
15th post, last but one end post and corner post shall be strutted on both sides and end post one
side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100
metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I.
binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth
work and concrete to be paid for separately) :- Payment to be made per metre cost of total length
of barbed wire used.

With G.I. barbed wire m

Fencing with angle iron post placed at required distance embedded in cement concrete blocks,
every 15th post, last but one end post and corner post shall be strutted on both sides and end post
on one side only and provided with horizontal lines and two diagonals interwoven with horizontal
wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and
fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete
work to be paid for separately). Payment to be made per metre cost of total length of barbed wire
used.

With G.I. barbed wire m

Supplying at site Angle iron post & strut of required size including bottom to be split and bent at Kg
right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.
Welded steel wire fabric fencing with posts of specified material and of standard design placed and Sqm
embedded in cement concrete blocks 45x45x 60 cm of mix 1:5:10 (1 cement:5 fine sand : 10 graded
stoneaggregate 40 mm nominal size), every 15th post, last but one end post and corner post shall
be strutted on both sides and end post on one side only and struts embedded in cement concrete
blocks 70x45x50 cm of the same mix, provided with welded steel wire fabricfixed between the
posts fitted and fixed with G.I. staples on wooden plugs or tied to 6 mm bar nibs with G.I. binding
wire (cost of posts, welded steel wire fabric, painting, earth work in excavation and concrete to be
paid for separately).

Engraving letters in hard stone units

Providing and fixing 15x15x90cm boundary stone of hard stone with top 30 cm chisel dressed on all No.
four sides including top (cost of excavation, refilling and concrete etc. to be paid for separately).

Providing and fixing 15cm dia at top, 20cm at bottom and 90cm high precast reinforced cement No.
concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size)
boundary stone as per standard design including finishing smooth with cement mortar 1:3 (1
cement : 3 fine sand)(cost of excavation, refilling and concreting to be paid for separately).

Providing and fixing precast reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3
graded stone aggregate 20mm nominal size) kilo metre stone as per standard design including
finishing smooth in 1:3 cement mortar(1 cement : 3 fine sand) but excluding the cost of earth work,
concrete in foundation, painting and lettering etc. which shall be paid for separately.

35x111x25 cm size. No.

50x152.5x25 cm size. No.

35x93.5x18 cm size. No.

Surface dressing on new surface with paving bitumen of grade VG - 10 of approved quality using Sqm
2.25 kg of bitumen per sqm with 1.65 cum of stone chippings 13.2 mm nominal size per 100 sqm of
road surface, including consolidation with road roller of 6 to 8 tonne capacity etc. complete:
Surface dressing on new surface in two coats with bitumen of grade VG -10 of approved quality Sqm
using 1.8 kg of bitumen per sqm with 1.5 cum of stone chippings 13.2 mm nominal size per 100 sqm
of road surface for first coat and 1.1 kg. of bitumen per sqm with 1.00 cu. metre of stone chippings
11.2 mm nominal size per 100 sqm of road surface for second coat, including consolidation of each
coat separately with road roller of 6 to 8 tonne capacity etc. complete.

Surface dressing on old surface with hot bitumen of grade VG - 10 of approved quality using 1.95 kg Sqm
of bitumen per sqm. with 1.50 cum of stone chippings 11.2 mm nominal size per 100 sqm of road
surface including consolidation with road roller of 6 to 8 tonne capacity, etc. complete.
Surface dressing one coat on new surface with bitumen of specified grade at a rate of 1.95 kg/sqm.
of surface area with 1.5 cum. of stone chippings 13.2mm nominal size per 100 sqm. of road surface
including consolidation with road roller of 6 to 8 tonne capacity , etc. complete :
Using bitumen emulsion (minimum 50% bitumen content - RS grade conforming to IS : 8887). Sqm
Surface dressing one coat on old surface with bitumen of specified grade at the rate of 1.22 kg/ sqm
of surface area with 1.10 cum of stone chippings 11.2 mm nominal size per 100 sqm. of road
surface including consolidation with road roller of 6 to 8 tonne capacity etc. complete :
Using bitumen emulsion (minimum 50% bitumen content - RS grade conforming to IS : 8887). Sqm
Providing and applying tack coat using hot straight run bitumen of grade VG - 10 including heating
the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler,
cleaning and preparing the existing road surface as per specifications :
On W.B.M. @ 0.75 Kg / sqm. Sqm
On bituminous surface @ 0.50 Kg / sqm. Sqm
Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion
pressure distributer including preparing the surface & cleaning with mechanical broom.
With rapid setting bitumen emulsion.

On W.B.M / W.M.M. @ 0.4kg/sqm. Sqm

On bituminous surface @ 0.25kg/sqm. Sqm

With medium setting bitumen emulsion.

On W.B.M / W.M.M. @ 0.4kg/sqm. Sqm
On bituminous surface @ 0.25kg/sqm. Sqm
2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and
11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone
chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run
bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat
to be paid for separately).

With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per Sqm
kg of asphalt.

With paving Asphalt grade VG - 30 with no solvent Sqm

With Refinery Modified Bitumen CRMB 55 conforming to IRC: SP: 53. Sqm
2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2
mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of
13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen,
including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid
for separately).

With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per Sqm
kg of asphalt.
With paving Asphalt grade VG - 30 with no solvent Sqm
With Refinery Modified Bitumen CRMB 55 conforming to IRC: SP: 53. Sqm
2 cm premix carpet surfacing with 2.4 cum of stone chippings 11.2 mm nominal size per 100 sqm Sqm
and bitumen emulsion (medium setting min. 65% bitumen content) complying with IS : 8887, using
96 kg per cum of chippings, including consolidation with road roller of 6 to 9 tonne capacity etc.
complete.

2.5 cm premix carpet surfacing with 3 cum of stone chippings 10 mm nominal size per 100 sqm and Sqm
bitumen emulsion (medium setting min. 65% bitumen contents) complying with IS : 8887, using 96
kg per cum of chippings of road surface, including consolidation with road roller etc complete.
Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and
grading as specified, with bitumen of suitable penetration grade, including required key aggregate
as specified, spreading coarse aggregate with the help of self propelled/ tipper tail mounted
aggregate spreader and applying bitumen by a pressure distributor and then spreading key
aggregate with the help of aggregate spreader complete, including consolidation with road roller of
minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy :

For 50mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per Sqm
10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade
VG - 10 @ 50 kg/ 10 sqm.
For 75 mm compacted thickness in two layers using stone aggregate of size 63-41 mm graded @ Sqm
0.90 cum per 10 sqm key aggregate of size 20.0 mm graded @ 0.18 cum per 10 sqm. With paving
asphalt grade VG - 10 @ 68 kg 10 sqm.
Providing and laying bitumen mastic wearing course (as per specifications) with industrial bitumen
of grade 85/25 conforming to IS : 702, prepared by using mastic cooker and laid to required level
and slope, including providing antiskid surface with bitumen precoated fine grained hard stone
chipping of approved size at the rate of 0.005 cum per 10 sqm and at approximate spacing of 10 cm
centre to centre in both directions, pressed into surface protruding 1 mm to 4 mm over mastic
surface, including cleaning the surface, removal of debris etc. all complete. (Considering bitumen
using 10.2% as per MORTH specification).

25mm thick. Sqm

40 mm thick Sqm
2.5 cm thick bitumastic sheet with hot bitumen of approved quality, using stone chippings (60%
with 12.5 mm nominal size and 40% with 10 mm nominal size) @ 1.65 cum per 100 sqm and coarse
sand @ 1.65 cum per 100 sqm of road surface and with bitumen @ 56 kg/cum of stone chippings
and @ 128 kg/cum of sand over a tack coat with hot straight run bitumen, including consolidation
with road roller of 8 to 10 tonne etc. complete. (tack coat to be paid separately) :

With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per Sqm
kg of asphalt.

With paving Asphalt grade VG - 30. Sqm

With Refinery Modified Bitumen CRMB 55 conforming to IRC: SP : 53. Sqm
4 cm thick bitumastic sheet with hot bitumen of approved quality, using stone chippings (60% with
12.5 mm nominal size and 40% with 10 mm nominal size) @ 2.60 cum per 100 sqm and coarse sand
@ 2.60 cum per 100 sqm of road surface and with bitumen @ 56 kg/cum of stone chippings and @
128 kg/cum of sand over a tack coat with hot straight run bitumen, including consolidation with
road roller of 8 to 10 tonne etc. complete. (tack coat to be paid separately) :

With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per Sqm
kg of asphalt.
With paving asphalt grade VG - 30 with no solvent Sqm
With Refinery Modified Bitumen CRMB 55 conforming to IRC: SP : 53. Sqm
Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 Sqm
micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine
aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and
finishing with road roller all complete.

Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler Sqm
fitted with the spray set spraying using 98 kg of bitumen of grade VG - 10 and blinding surface with
0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve)
per 100 sqm of road surface, including rolling and finishing with power road roller all complete.
Note: Seal coat items to be operated only with the prior approval of chief Engineer concerned.

Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in Cum
pavements, laid to required slope and camber in panels as required including consolidation finishing
and tamping complete.
Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways,
using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm
nominal size in appropriate proportions as per approved & specified design criteria, providing dowel
bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically
by using needle and surface vibrators, levelling to required slope/ camber,finishing with required
texture, including steel form work with sturdy M.S. channel sections, curing, making provision for
contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove
cutting machine, providing and filling joints with approved joint filler and sealants, complete all as
per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to
be paid separately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less
cement used as per design mix is payable/ recoverable separately.

Note: Cement content considered in M-30 is @ 340Kg/Cum. Excess/Less cement used as per design
mix is payable, recoverable separately.
Cement concrete prepared with batch mixing machine. Cum
Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in Cum
transit mixer.
Extra for providing and mixing hardening compound of approved quality as per manufacturer's Ltr
specification in cement concrete.
Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after units
making the joints dust free with high pressure air jet cleaners, all complete as per direction of the
Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound
impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre
board and IS: 1834 for hot sealing bitumen compound grade A.)

Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion
joints in roads / pavements all complete as per direction of the Engineer-in-Charge.
Using grade 'A' sealing compound conforming to IS: 1834. units
Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with
road marking paint of superior make as approved by the Engineer-in-charge, i/c cleaning the
surface of ail dirt, scales, oil, grease and other foreign material etc. and lining outcomplete.
New work (Two or more coats) Sqm
Old work (One or more coats) Sqm
Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed
road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade, including
cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete.
New work (Two or more coats). Sqm
Old work (One or more coats) Sqm
Making bell mouth opening/ entrance of size 100x50x50 cm for drainage pipe under footpath, No.
including providing cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20
mm nominal size) for shape of bell mouth, including plastering providing and fixing precast R.C.C./
S.F.R.C. slab including plastering with cement mortar 1:3 (1 cement : 3 fine sand) of 6 mm thickness
on exposed surface of the slab & bell mouth including centring, shuttering & neat cement punning
inside the bell mouth etc. all complete.

Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA No.
(Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded
micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow
stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro-
reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least
12 cm of reflective area up each side. The luminance intensity should be as per the specification
and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs
shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure
recommended by the manufacturer complete and as per direction of Engineer-in-charge.

Preparation of sub-base road pavement with commercial dry lime (slaked), fly ash stabilised soil
with a mix of 3% lime, 12% fly ash and 85% local suitable soil by weight, so as to achieve minimum
field C.B.R. of 20, including mixing, rolling with road roller curing etc. all complete.
Minimum thickness 15 cm. Cum
Providing and fixing precast lime fly ash concrete blocks 1:2:3:6 (1 lime: 2 fly ash : 3 coarse sand : 6 Cum
graded stone aggregate 20 mm nominal size), including finishing with 10mm thick cement mortar
1:3 (1 cement : 3 coarse sand) in foot paths, including preparation of sub grade with a hand
rammer, laying 10 mm thick leveling course of fine sand (jamuna sand) and filling the joints with
fine sand.

Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre m
openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of
wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T.
reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including
necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-
charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength
of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C.
blocks shall be paid separately)

Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of
specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site
by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and
alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to
achieve the desired compaction and density, complete as per specificatons and directions of
Engineer-in-Charge.

50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by Cum
weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch
Type Hot Mix Plant of 100-120 TPH capacity.
50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by Cum
weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum
Type Hot Mix Plant of 60-90 TPH capacity.
Providing and laying bituminous macadam using crushed stone aggregate of specified grading
premixed with bituminous binder, transported to site by tippers, laid over a previously prepared
surface with paver finisher equipped with electronic sensor to the required grade, level and
alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to
achieve the desired compaction and density, complete as per specifications and directions of
Engineer-in-Charge.

50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by Cum
weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by Cum
weight of total mix) prepared in Drum type Hot Mix plant of 60-90 TPH capacity.
Providing and laying Bituminous concrete using crushed stone aggregates of specified grading,
premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying
with paver finisher equipped with electronic sensor to the required grade, level and alignment and
rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and
density as per specification, complete and as per directions of Engineer-in-Charge.

25mm compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) Sqm
and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of
100-120 TPH capacity.
25mm compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) Sqm
and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of
60-90 TPH capacity.
Providing and laying semi-dense Bituminous concrete using crushed stone aggregates of specified
grading premixed with bituminous binder and filler, transporting the hot mix to work site by tippers,
laying with paver finisher equipped with electronic sensor to the required grade, level and
alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired
compaction and density as per specification, complete and as per directions of Engineer-in-Charge.

40/50mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of Cum
total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch type Hot Mix
Plant of 100-120 TPH capacity.
40/50mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of Cum
total mix) and lime filler @ 3% (percentage by weight of Aggregate) and waste plastic additive @ 8%
(percentage by weight of bitumen) prepared in Batch type Hot Mix Plant of 100-120 TPH capacity.

40/50 mm compacted thickness with bitumen of grade PMB-40 @ 5.5% (percentage by weight of Cum
total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix
Plant of 100-120 TPH capacity.
40/50 mm compacted thickness with bitumen of grade CRMB-60 @ 5.5% (percentage by weight of Cum
total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix
Plant of 100-120 TPH capacity.
40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of Cum
total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in drum Type Hot Mix
Plant of 60-90 TPH capacity.
40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of Cum
total mix) and lime filler @ 3% (percentage by weight of Aggregate) and waste plastic additive @ 8%
(percentage by weight of bitumen) prepared in drum Type Hot Mix Plant of 60-90 TPH capacity.

40/50 mm compacted thickness with bitumen of grade PMB-40 @ 5.5% (percentage by weight of Cum
total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in drum Type Hot Mix
Plant of 60-90 TPH capacity
40/50 mm compacted thickness with bitumen of grade CRMB-60 @ 5.5% (percentage by weight of Cum
total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix
Plant of 60-90 TPH capacity.
Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium
sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective
sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour
combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ;
67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and
pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized
aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm
along with theft resistant measures,

mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S.
Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end
and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required
size, steel work to be painted with two or more coats of synthetic enamel paint of required shade
and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical
MS-Tee support to be painted in black and white colours).

Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and
including appropriate priming coat including all leads and lifts etc. complete as per drawing,
specification and direction of Engineer-in-charge.
Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm No.
Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with No.
support length of 3650 mm
Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm
thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat
activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by
Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back
ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing
which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing
the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets
or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows
along with theft resistant measures, including the cost of painting with two or more coats of epoxy
paint in grey colour on the back side of aluminium sheet including appropriate priming coat.

The rate includes the cost of rounding off the corners, lowering down the structural frame work
from the gantry, fixing and erecting the same in position all complete as per drawings, specification
and direction of the engineer-in charge.(Structural frame work including M.S. plate to be provided
separately. Rectangular area of the sheet only shall be measured for payment).

Overhead informatory road signage Sqm

Providing Retro-reflective regulatory sign board of size 900 mm dia meter made out of 2 mm thick No.
aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro-reflective
sheeting as approved by Engineer-in-charge . Letter, symbols, borders etc. will be as per IRC - 67
with required colour scheme on the boards and with the high intensity grade A. The aluminium
sheet to be riveted to M.S. frame of angle iron of size 40x40x4 mm. The boards will be fixed to 1
No. 50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the frame with
adequate anti-theft arrangement .Sheet work to be painted with two or more coats of synthetic
enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two
or more coats of epoxy paint including appropriate priming coat complete in all respects as per
direction of Engineer-in-charge.

Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour Sqm
using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine
fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven
by experienced operator on road surface including cost of material, labour, T&P, cleaning the road
surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-
in-charge and accordance with applicable specifications.

Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 Sqm
(1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry
brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand,
including finishing the top smooth etc. complete and as per direction of Engineer-in-charge.

Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal Sqm
size including spreading, well ramming, consolidating and grouting with jamuna sand, including
finishing smooth etc. complete as per direction of Engineer-in-charge.
Providing and fixing post delineators made of ABS round body fitted with 2 nos 100 mm dia high No.
reflective reflectors and mounted on MS pipe of 65 mm dia duly powder coated anti-rust and anti
theft steel to be installed as per direction of Engineer-in-charge.
Excavating holes upto 0.10 cum, including getting out the excavated soil, then returning the soil as
deported in layers not exceeding 20 cm in depth, including consolidating and deposited layer by
ramming watering etc., disposing of surplus excavated soil as directed with in a lead of 50 mm and
lift upto 1.5 m.

All kind of soil. No.

Providing and fixing at or near ground level factory made RCC pavement slab of M-30 grade of size Sqm
450x450x50 mm, including reinforcement with 6 mm dia M.S. bars 4 nos on each side, including
setting in position in footpath to the required level and line over a bed of 20 mm average thick
cement mortar 1:5 (1 cement : 5 coarse sand), having joint thickness not more than 5mm except on
curve, including filling of joints with same cement mortar and making grooves etc. complete as per
direction of Engineer-in-charge.

Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 Sqm
grade made by block making machine with strong vibratory compaction, of approved size, design &
shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse
sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement Cum
concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1
cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except
at sharp curve shall not to more than 5mm), including making drainage opening wherever required
complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be
measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including
strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the
direction of Engineer-in-charge.
Made of G.I. wire of dia 4 mm Sqm
Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required Sqm
colour and shade
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of Sqm
G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as
required complete as per the direction of Engineer-in-charge.
Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site. Cum
Dry stone pitching 22.5 cm thick laid in courses and required profile with hammer dressed stones Sqm
having no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding
surface etc. all complete. (Payment for Stone to be made separately).
75 mm thick back filling for pitching including supplying of required materials and consolidation etc.
complete with :
Moorum Sqm
Stone aggregate 20mm nominal size Sqm
Stone aggregate 40mm nominal size Sqm
Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. Cum
The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering
process and finally finished by floating, brooming with wire brush etc. complete as per
specifications and directions of Engineer-in charge. (The panel shuttering work shall be paid for
separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement
used as per design mix is payable/ recoverable separately).

Deduct for using of M-20 grade concrete instead of M-25 grade concrete in C.C. pavement. Cum

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified Sqm
material within all lifts and lead upto 1km (by mechanical means).
Construction of granular sub-base by providing close graded Material conforming to specifications,
mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all
leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared
surface and compacting with vibratory power roller to achieve the desired density, complete as per
specifications and directions of Engineer-in-Charge.

With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 Cum
With material conforming to Grade-II (size range 53 mm to 0.075 mm) having CBR Value-25 Cum
With material conforming to Grade-III(size range 26.5 mm to 0.075 mm) having CBR Value-20 Cum
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 Cum
mm ) to wet mix macadam (WMM) specification including premixing the material with water at
OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base /
base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity
to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.

Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine Cum
aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate
cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications,
cement content not to be less than 150 Kg/cum, optimum moisture content to be determined
during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a
batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting
with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in-
charge.

Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50m x
2.00m made of 40x40x6 mm angle iron or 50x50x3 mm hollow MS tube posts/ horizontal
members/ bracings covered with 1.63 mm thick MS sheet. The sheet shall be fixed with 30x5 mm
MS flat by suitable welding / riveting. The panels shall be made so that gap of 50 cm above the
ground is available making over all height as 2.50m. MS channel ISLC 75 @ 5.70 kg/m, 50 cm long
shall be provided at the bottom having oval shaped holes of size 50x25 mm at both ends with 50 cm
long MS angle 40x40x6 mm bracing.

Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing
250 mm long expansion fasteners at both ends.
The work shall be executed as per drawing/ direction of Engineer-in-Charge which includes writing
and painting, arrangement for traffic diversion such as traffic signals during construction at site for
day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-
in- Charge. The barricading provided shall be retained in position at site continuously i/c shifting of
barricading from one location to another location as many times as required during the execution
of the entire work till its completion. Rate include its maintenance for damages, painting, all
incidentals, labour, materials, equipments and works required to execute the job. The barricading
shall not be removed without prior approval of Engineer-in-Charge.

(Note :- One time payment shall be made for providing barricading from start of work till m
completion of work i/c shifting. The barricading provided shall remain to be the property of the
contractor on completion of the work).
Taking out existing kerb stones of all types from footpath/ central verge, including removal of m
mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be
made separately and stacking of serviceable material within 50 metre lead as per direction of
Engineer-in-Charge.

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of Sqm
rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be
made separately and stacking of serviceable material within 50 metre lead as per direction of
Engineer-in-Charge.

Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, Sqm
level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand,
filling the joints with fine sand etc. all complete as per the direction of Engineer in-charge. (Old CC
paver blocks shall be supplied by the department free of cost).
Laying at or near ground level old kerb stones of all types in position to the required line, level and m
curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with
or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm),
including making drainage opening wherever required etc. complete as per direction of Engineer -
in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be
supplied by the department free of cost).

Providing and laying gang saw cut 18 mm thick, mirror polished pre-moulded and pre polished
machine cut granite stone of required size and shape of approved shade, colour and texture in
footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement
mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement mixed with
matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge.

With granite stone of area less than 0.50 sqm. Sqm

Providing and laying gang saw cut 30 mm thick, mirror polished pre moulded and pre polished
machine cut granite stone of required size and shape of approved shade, colour and texture in
footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement
mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with
matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge.

With granite stone of colour black, cherry/ruby red of area less than 0.50 sqm Sqm
With granite stone of all colour except black, cherry/ruby red of area less than 0.50 sqm Sqm
Providing and laying matt finished vitrified tile of size 100x100x16mm having water absorption less Sqm
than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in out door
floors such as footpath, court yard multi models etc., laid on 20mm thick base of cement mortar 1:4
(1cement : 4 coarse sand) in all shapes &patterns including grouting the joints with white cement
mixed with matching pigments etc. complete as per direction of Engineer-in-Charge

Providing and laying matt finished vitrified tile of size 300x300x9.8mm having water absorption less Sqm
than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in outdoor floors
such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar
1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white
cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.

Providing and laying tactile tile (for vision impaired persons as per standards) of size Sqm
300x300x9.8mm having water absorption less than 0.5% and conforming to IS: 15622, of approved
make in all colours and shades in outdoor floors such as footpath, court yard, multi modals location
etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes &
patterns including grouting the joints with white cement mixed with matching pigments etc.
complete as per direction of Engineer-in-Charge.

Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park
& lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made
by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick
compacted bed of course sand, compacting and proper embedding/ laying of inter locking paver
blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the
joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping
extra sand, all complete as per manufacturer's specifications & direction of Engineer in-Charge.

60mm thick Cement concrete paver block of M-35 grade with approved colour, design & pattern Sqm
 80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern. Sqm

Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for Sqm
paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with
joints 10mm wide filled with same mortar including ruled pointing etc. complete as per direction of
engineer-in-charge.

Providing and placing in position 100 mm thick factory made machine batched & machine mixed Sqm
Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement
concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars
of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface,
properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming
coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for
hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of
Engineer-in-Charge.

Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Cum
Wire mesh Gabion Boxes as per IS 16014:2012, MORTH Clause 2500, of required size, Mesh Type
10x12 (D=100 mm with tolerance of ± 2%) zinc coated, Mesh wire diameter 3.0 mm, mechanically
edged/ selvedged with partitions at every 1m interval and shall have minimum 10 numbers of
openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm,
supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as
per drawing, all complete as per direction of Engineer-in-charge.

Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Cum
Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type
10x12 (D=100 mm with tolerance of ± 2%) Zinc+ PVC coated, Mesh wire diameter 2.7/ 3.7mm,
mechanically edged/ selvedged with partitions at every 1m interval and shall have minimum 10
numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter
2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least
dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in- charge.

Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Cum
Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type
10x12 (D=100 mm with tolerance of ±2%), Zinc+ 10% Al alloy+PVC coated, Mesh wire diameter
2.7/3.7mm (ID/OD),mechanically edged/selvedged with partitions at every 1m interval and shall
have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing
wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders
with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer- in
charge.

Total of the Sub-Head - Road Work :

15.0 Sub-Head : Sanitary Installations
Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P
or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually
controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete,
including cutting and making good the walls and floors wherever required:

White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests No.
Stainless Steel AISI-304(18/8) Orissa pattern W.C. pan of size 585x480 mm with flush pipe and No.
integrated type foot rests
Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with
seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually
controlled device (handle lever), conforming to IS : 7231, with all fittings andfixtures complete,
including cutting and making good the walls and floors wherever required :

W.C. pan with ISI marked white solid plastic seat and lid No.
W.C. pan with ISI marked black solid plastic seat and lid No.
Providing and fixing white vitreous china pedestal type water closet (European type) with seat and
lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I.
brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito
proof coupling of approved municipal design complete, including painting of fittings and brackets,
cutting and making good the walls and floors wherever required :

W.C. pan with ISI marked white solid plastic seat and lid No.
W.C. pan with ISI marked black solid plastic seat and lid No.
Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of
430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with
standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including
painting of fittings and brackets, cutting and making good the walls and floors wherever required :

One urinal basin with 5 litre white P.V.C. automatic flushing cistern No.
Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern No.
Range of three urinal basins with 10litre white P.V.C. automatic flushing cistern No.
Range of four urinal basins with 10 litre white P.V.C. automatic flushing cistern No.

Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with
white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders
with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet
grating and other couplings in C.P. brass, including painting of fittings and cutting and making good
the walls and floors wherever required :

Single half stall urinal with 5 litre P.V.C. automatic flushing cistern No.
Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern No.
Range of three half stall urinals with 10 litre P.V.C. automatic flushing cistern No.

Range of four half stall urinals with 10 litre P.V.C. automatic flushing cistern No.
Providing and fixing one piece construction white vitreous china squatting plate with an integral
longitudinal flushing pipe, white P.V.C. automatic flushing cistern, with fittings, standard size G.I. /
PVC flush pipe for back and front flush with standard spreader pipes with fittings, G.I clamps and
C.P. brass coupling complete, including painting of fittings and cutting and making good the walls
and floors etc. wherever required :

Single squatting plate with 5 litre P.V.C. automatic flushing cistern No.
Range of two squatting plates with 5 litre P.V.C. automatic flushing cistern No.
Range of three squatting plates with 10 litre P.V.C. automatic flushing cistern No.
Range of four squatting plates with 10 litre P.V.C. automatic flushing cistern No.
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass
waste of standard pattern, including painting of fittings and brackets, cutting and making good the
walls wherever require:
White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps No.
White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap No.
White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps No.
White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap No.

White Vitreous China Angle back wash basin size 600 x 480 mm with single 15mm C.P. brass pillar No.
tap
White Vitreous China Angle back wash basin size 400 x 400 mm with single 15 mm C.P. brass pillar No.
tap
White Vitreous China Flat back wash basin size 450x 300 mm with single 15mm C.P. brass pillar tap No.

White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass No.
pillar taps with elbow including operated levers
White Vitreous China Surgeon type wash basin of size 660x460 mm with single 15 mm C.P. brass No.
pillar taps with elbow operated levers ISI Marked
Stainless Steel AISI-304(18/8) Round basin 405x355 mm with single 15 mm C.P. brass pillar tap No.
Stainless Steel AISI-304(18/8) Wash basin 530x345 mm with single 15 mm C.P. brass pillar tap No.
Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of
approved quality and make, including painting of fittings and brackets, cutting and making good the
walls wherever required:-
(a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin No.
mixer.
Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste No.
coupling of standard pattern, including painting of fittings and brackets, cutting and making good
the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with
single 15 mm PTMT pillar cock.

Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back No.
for the reception of pipes and fittings.
Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P.
brass waste complete, including painting the fittings and brackets, cutting and making good the
walls wherever required:
White glazed fire clay kitchen sink of size 600x450x 250 mm No.
Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets
and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good
the walls wherever required :
Kitchen sink with drain board
510x1040 mm bowl depth 250 mm. No.

510x1040 mm bowl depth 225 mm. No.

510x1040 mm bowl depth 200 mm. No.
510x1040 mm bowl depth 178 mm. No.
Kitchen sink without drain board

610x510 mm bowl depth 200 mm. No.

610x460 mm bowl depth 200 mm. No.
470x420 mm bowl depth 178 mm. No.
Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with
rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions
complete, including painting of fittings and brackets, cutting and making good the wall wherever
required :
Size 450x300x150 mm No.
Size 600x450x200 mm No.
Providing and fixing draining board with C.I. brackets including painting of brackets, cutting and
making good the walls wherever required :
White glazed fire clay draining board of size 600x450x 25 mm No.

Providing and fixing white vitreous china water closet squatting pan (Indian type) :
Long pattern W.C. pan of size 580 mm No.
Orissa pattern W.C. pan of size 580x440 mm No.
Extra for using colored W.C. pan instead of white W.C. pan

Orissa pattern W.C. pan 580x440 mm No.

Providing and fixing white vitreous china pedestal type (European type/ wash down type) water No.
closet pan.
Extra for using coloured pedestal type W.C pan (European type) with low level cistern of same No.
colour instead of white vitreous china W.C pan and cistern.
Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular No.
plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge.

Providing and fixing a pair of white vitreous china foot rests of standard pattern for squatting pan
water closet :

250x130x30 mm pairs

250x125x25 mm pairs

Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever)
conforming to IS : 7231, with all fittings and fixtures complete.

10 litre capacity - White No.

10 litre capacity - coloured No.
Providing and fixing controlled flush, low level cistern made of vitreous china with all fittings
complete.

10 litre (full flush) capacity-white No.

10 litre (full flush) capacity-coloured No.
Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete :
White solid plastic seat with lid No.

Black solid plastic seat with lid No.

Coloured (other than black & white) solid plastic seat with lid No.

Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan. No.

Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the No.
direction of Engineer-in-charge.
Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by
Engineer in charge.
(a) 15 mm nominal dia No.

Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of No.
430x260x350 mm or 340x410x265 mm sizes respectively.

Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush No.
pipe.

Providing and fixing white vitreous china wash basin including making all connections but excluding
the cost of fittings :

Flat back wash basin of size 630x450 mm. No.

Flat back wash basin of size 550x400 mm. No.

Angle back wash basin of size 600x480 mm. No.

Angle back wash basin of size 400x400mm. No.

Flat back wash basin of size 450x300 mm. No.

Surgeon type wash basin of size 660x460 mm. No.

Providing and fixing kitchen sink including making all connections excluding cost of fittings.
White glazed fire clay sink of size 600x450x250 mm. No.

Providing and fixing white vitreous china laboratory sink including making all connections excluding
cost of fittings:
Size 450x300x150 mm. No.

Size 600x450x200 mm. No.

Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings
complete.

Semi rigid pipe

32 mm dia No.

40 mm dia No.

Flexible pipe
32 mm dia No.

40 mm dia No.
Providing and fixing 100 mm sand cast Iron grating for gully trap. No.
Providing and fixing in position 25mm diameter mosquito proof coupling of approved municipal No.
design.
Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) No.
complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and
washers complete.
Providing and fixing mirror of superior glass (of approved quality) and of required shape and size
with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :
Circular shape 450 mm dia. No.
Rectangular shape 453x357 mm No.

Oval shape 450x350 mm (outer dimensions) No.

Rectangular shape 1500x450 mm No.
Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised No.
aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long
screws, rawl plugs etc., complete.
Providing and fixing toilet paper holder :
C.P. brass No.

Vitreous china No.

Providing and fixing soil, waste and vent pipes :
100 mm dia.
Sand cast iron S&S pipe as per IS: 1729. m
Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989. m
Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 m
75 mm diameter :

Sand cast iron S&S pipe as per IS: 1729. m

Centrifugally cast (spun) iron socketed pipe as per IS: 3989. m
Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 m
Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 ( 1 cement : 2
fine sand) in S.C.I./ C.I. Pipes :
75 mm dia pipe No.
100 mm dia pipe No.

Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun)
pipe embedded in and includingcement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement :
2coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and
making good the walls etc. :

For 100 mm dia. Pipe No.

For 75 mm dia. Pipe No.
Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick,
bolts and nuts complete.

100 mm dia
Sand cast iron S&S as per IS - 1729 No.
Sand cast iron S&S as per IS - 3989 No.
Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 No.
75 mm dia
Sand cast iron S&S as per IS - 1729 No.
Sand cast iron S&S as per IS- 3989 No.
Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 No.
Providing and fixing plain bend of required degree.
100 mm dia
Sand cast iron S&S as per IS - 1729 No.
Sand cast iron S&S as per IS : 3989 No.
Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside as per IS:15905 No.

75 mm dia
Sand cast iron S&S as per IS -1729 No.
Sand cast iron S&S as per IS - 3989 No.
Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside as per IS:15905 No.

Providing and fixing heel rest sanitary bend

100 mm dia

Sand cast iron S&S as per IS - 1729 No.

Sand cast iron S&S as per IS - 3989 No.
75 mm dia
Sand cast iron S&S as per IS - 1729 No.
Sand cast iron S&S as per IS - 3989 No.

Providing and fixing double equal junction of required degree with access door, insertion rubber
washer 3 mm thick, bolts and nuts complete :
100x100x100x100 mm

Sand cast iron S&S as per IS - 1729 No.

Sand cast iron S&S as per IS - 3989 No.
75x75x75x75 mm
Sand cast iron S&S as per IS - 1729 No.
Sand cast iron S&S as per IS - 3989 No.

Providing and fixing double equal plain junction of required degree.

100x100x100x100 mm
Sand cast iron S&S as per IS - 1729 No.
Sand cast iron S&S as per IS - 3989 No.
Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside as per IS:15905 No.
75x75x75x75 mm
Sand cast iron S&S as per IS - 1729 No.
Sand cast iron S&S as per IS - 3989 No.
Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside as per IS:15905 No.
Providing and fixing single equal plain junction of required degree with access door, insertion
rubber washer 3 mm thick, bolts and nuts complete.
100x100x100 mm

Sand cast iron S&S as per IS - 1729 No.

Sand cast iron S&S as per IS - 3989 No.
75x75x75 mm
Sand cast iron S&S as per IS - 1729 No.
Sand cast iron S&S as per IS - 3989 No.
Providing and fixing single equal plain junction of required degree :
100x100x100 mm

Sand cast iron S&S as per IS - 1729 No.

Sand cast iron S&S as per IS - 3989 No.
Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 No.

75x75x75 mm
Sand cast iron S&S as per IS - 1729 No.
Sand cast iron S&S as per IS - 3989 No.
Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 No.
Providing and fixing double unequal junction of required degree with access door, insertion rubber
washer 3 mm thick, bolts and nuts complete :
100x100x75x75 mm
Sand cast iron S&S as per IS - 1729 No.
Sand cast iron S&S as per IS - 3989 No.
Providing and fixing double unequal plain junction of required degree:

100x100x75x75 mm
Sand cast iron S&S as per IS - 1729 No.
Sand cast iron S&S as per IS - 3989 No.

Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 No.

Providing and fixing single unequal junction of required degree with access door, insertion rubber
washer 3 mm thick, bolts and nuts complete :
100x100x75 mm
Sand cast iron S&S as per IS - 1729 No.
Sand cast iron S&S as per IS - 3989 No.
Providing and fixing single unequal plain junction of required degree :
100x100x75 mm

Sand cast iron S&S as per IS - 1729 No.

Sand cast iron S&S as per IS - 3989 No.
Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 No.
Providing and fixing double equal plain invert branch of required degree:
100x100x100x100 mm
Sand cast iron S&S as per IS - 1729 No.

Sand cast iron S&S as per IS 3989 No.

Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 No.

75x75x75x75 mm
Sand cast iron S&S as per IS - 1729 No.
Sand cast iron S&S as per IS - 3989 No.

Providing and fixing single equal plain invert branch of required degree:

100x100x100 mm
Sand cast iron S&S as per IS 1729 No.
Sand cast iron S&S as per IS - 3989 No.
Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 No.
75x75x75 mm
Sand cast iron S&S as per IS - 1729 No.
Sand cast iron S&S as per IS - 3989 No.
Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 No.
Providing and fixing double unequal invert branch of required degree :
100x100x75x75 mm
Sand cast iron S&S as per IS - 1729 No.
Sand cast iron S&S as per IS - 3989 No.
Providing and fixing single unequal plain invert branch of required degree :
100x100x75 mm
Sand cast iron S&S as per IS - 1729 No.
Sand cast iron S&S as per IS - 3989 No.

Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 No.
Providing and fixing sand cast iron S&S off sets as per IS: 1729
76 mm off sets

With 75 mm dia pipe No.

With 100 mm dia pipe No.
114 mm off sets
With 75 mm dia pipe No.
With 100 mm dia Pipe No.
152 mm off sets
With 75 mm dia Pipe No.
With 100 mm dia Pipe No.
Providing and fixing Hubless centrifugally cast iron offsets epoxy coated inside & outside as per
IS:15905
65 mm offsets
With 100 mm dia pipe No.
With 75 mm dia pipe No.
Providing and fixing sand cast iron S&S off sets as per IS: 3989.
75 mm off sets

With 75 mm dia pipe No.

150 mm off sets

With 75 mm dia pipe No.

With 100 mm dia Pipe No.
Providing and fixing Hubless centrifugally cast iron offsets epoxy coated inside & outside as per
IS:15905
130 mm offsets
With 100 mm dia No.
With 75 mm dia No.

Providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete :
100 mm
Sand cast iron S&S as per IS - 1729 No.
Sand cast iron S&S as per IS - 3989 No.
75 mm
Sand cast iron S&S as per IS - 1729 No.
Sand cast iron S&S as per IS - 3989 No.
Providing and fixing terminal guard:
100 mm
Sand cast iron S&S as per IS - 1729 No.
Sand cast iron S&S as per IS - 3989 No.
Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 No.

75 mm
Sand cast iron S&S as per IS - 1729 No.
Sand cast iron S&S as per IS - 3989 No.
Providing and fixing collar:
100 mm
Sand cast iron S&S as per IS - 1729 No.
Sand cast iron S&S as per IS - 3989 No.
75 mm
Sand cast iron S&S as per IS - 1729 No.
Sand cast iron S&S as per IS- 3989 No.
Providing and fixing shielded coupling for Hubless centrifugally cast iron pipe
100 mm dia
SS 304 grade coupling with EPDM rubber gasket No.

75 mm dia
SS 304 grade coupling with EPDM rubber gasket No.
Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of
diameter:
100 mm No.
75 mm No.
50 mm No.
Providing and fixing M.S. stays and clamps for sand cast iron/centrifugally cast (spun) iron pipes of
diameter :
100 mm No.
75 mm No.
50 mm No.
Providing and fixing trap of self cleansing design with screwed down or hinged grating with or
without vent arm complete, including cost of cutting and making good the walls and floors :
100 mm inlet and 100 mm outlet
Sand cast iron S&S as per IS: 3989. No.

Sand Cast Iron S&S as per IS: 1729. No.

Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 No.
100 mm inlet and 75 mm outlet
Sand cast iron S&S as per IS - 3989 No.

Sand Cast Iron S&S as per IS- 1729. No.

Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 No.
Cutting chases in brick masonry walls for following diameter sand cast iron/centrifugally cast (spun)
iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse
sand :6graded stone aggregate 12.5 mm nominal size), including necessary plaster and pointing in
cement mortar 1:4 (1 cement : 4 coarse sand) :

100 mm dia. m
75 mm dia. m
50 mm dia. m
Painting C.I. cistern with bitumastic or any other anti-corrosive paint inside and white paint over a No.
coat of zinc chromate yellow primer (of approved quality ) on the outside surface of the cistern,
flush pipe, other fittings, etc. complete for new work.
Re-painting C.I. cistern with bitumastic or any other anti-corrosive paint inside and white paint on No.
the outside surface of the cistern, flush pipe, other fittings, etc. complete, including polishing of
wooden seat and lid and cleaning of W.C. pan with acid wherever necessary..
Repainting C.I. cistern with synthetic enamel paint of approved colour, brand and manufacture on No.
the outside surface of cistern, flush pipe, other fittings etc. complete.
Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two
coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of
primer (of approved quality) for new work :
100 mm diameter pipe m
75 mm diameter pipe m
Repainting sand cast iron/ centrifugally cast iron (spun) iron, soil, waste, vent pipes and fittings with
one coat of synthetic enamel paint of any colour such as chocolate, grey or buff etc :
100 mm diameter pipe m
75 mm diameter pipe m

Repainting bath tub of size 1700x730x430 mm with enamel paint. No.

Providing and fixing vitreous china dual purpose closet suitable for use as squatting pan or
European type water closet (Anglo Indian W.C pan) with seat & lid fixed with C.P. brass hinges and
rubber buffers, 10 litre low level flushing cistern with fitting and brackets, 40 mm flush bend, 20 mm
over flow pipe, with specials of standard make and mosquito proof coupling of approved municipal
design complete, including painting of fittings and brackets, cutting and making good the walls and
floors wherever required:

White vitreous china dual purpose WC pan with white solid plastic seat and lid with white vitreous No.
china flushing cistern and C.P. flush bend.
Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour.

Waste coupling 31 mm dia of 79 mm length and 62 mm breadth weighing not less than 45 gms. No.
Waste coupling 38 mm dia of 83 mm length and 77 mm breadth, weighing not less than 60 gms. No.

Providing and fixing PTMT Bottle Trap for Wash basin and sink.
Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm No.
from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing
not less than 260 gms

Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm No.
from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing
not less than 263 gms
Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance No.
from wall of standard shape with bracket of the same materials with snap fittings of approved
quality and colour, weighing not less than 105 gms.

Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum No.
distances of 37 mm from wall face with concealed fittings arrangement of approved quality and
colour, weighing not less than 88 gms.
Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass
screws with concealed fittings arrangement of approved quality and colour.

450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, No.
weighing not less than 170 gms.
600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, No.
weighing not less than 190 gms.
Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality No.
and colour, weighing not less than 300 gms.
Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2" BSP thread and No.
shapes, weighing not less than 60 gms.
Providing and fixing PTMT urinal cock of approved quality and colour.
15 mm nominal bore, 80 mm long. 42 mm high and 30 mm wide with BSP female threads weighing No.
not less than 48 gms.
Providing and fixing M.S. holder bat clamp of approved design to sand cast iron/ cast iron (spun)
pipes comprising of M.S. flat brackets made of 50x5 mm flat of specified shape, projecting 75 mm
outside the wall surface and fixed on wall with 4nos, 6mm dia expansion hold fasteners, including
drilling necessary holes in brick wall/ CC/RCC surface and the cost of bolts etc. The pipes shall be
fixed to the already fixed brackets with the help of 30 mm x1.6 mm galvanised M.S. flats of
specified shape and of total length 420 mm and shall be fixed with M.S. nuts, bolts, & washers of
size 25x6 mm, one bolts on each side of the pipe.

Total bracket length 580 mm of approved shape and design (for single 100 mm dia pipe). No.
Total bracket length 810 mm of approved shape and design (for two 100 mm dia pipes). No.
Total bracket length 1040 mm of approved shape and design (for three 100 mm dia pipes). No.
Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 No.
mm of approved shape including providing & fixing white vitreous china cistern with dual flush
fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and
cistern fittings, nuts, bolts and gasket etc complete.

Providing & fixing white vitreous china water less urinal of size 600 x 330 x 315 mm having No.
antibacterial /germs free ceramic surface, fixed with cartridge having debris catcher and hygiene
seal.
Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. No.
size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption),
having water inlet from back side, including fixing to wall with suitable brackets all as per
manufacturers specification and direction of Engineer-in-charge.
 Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water No.
closet of approved brand/make, shape, size and pattern including integrated white vitreous china
cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat
cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S
trap, complete in all respect as per directions of Engineer-in-Charge.

Total of the Sub-Head - Sanitary Installations :

16.0 Sub-Head : Water Supply

Providing and fixing Polyethelene-Aluminium- Polyethelene PE-AL-PE Composite Pressure Pipes

conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot &
coldwater supply, capable to withstand temperature up to 80°C, including all special fittings of
composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows,
tees, reducers, couplers & connectors etc., with clamps at 1.00 metre spacing.This includes testing
of joints complete as per direction of the Engineer-in-charge. INTERNAL WORK - EXPOSED ON WALL

1216 (16 mm OD) pipe m

1620 (20 mm OD) pipe m
2025 (25 mm OD) pipe m
2532 (32 mm OD) pipe m
3240 (40 mm OD) pipe m
4050 (50 mm OD) pipe m
Providing and fixing Polyethylene- Aluminium -Polyethylene (PE-AL- PE) Composite Pressure Pipes
conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & cold
water supply, capable to withstand temperature up to 80°C, including all special fittings of
composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows,
tees, reducers, couplers & connectors etc. with clamps at 1.00 metre spacing. This includes the
costs of cutting chases and including testing of joints complete as per direction of the engineer in
charge. Concealed work, including cutting chases and making good the wall etc.

1216 (16mm OD) pipe m

1620 (20 mm OD) pipe m

2025 (25 mm OD) pipe m
2532 (32 mm OD) pipe m
Providing and fixing Polyethylene- Aluminium- Polyethylene (PE-AL- PE) Composite Pressure Pipes
conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & cold
water supply, capable to withstand temperature up to 80°C including all special fittings of
composite material (engineering plastic blend and brass inserts wherever required ) e.g. elbows,
tees, reducers, couplers & connectors etc. with trenching, refilling and testing of joints complete as
per direction of the engineer in charge : External work

1216 (16 mm OD) pipe m

1620 (20 mm OD ) pipe. m
2025 (25 mm OD ) pipe. m
2532 (32 mm OD ) pipe. m
3240 (40 mm OD ) pipe. m
4050 (50 mm OD ) pipe. m
Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS 15801,
UV stabilized & anti- microbial fusion welded, having thermal stability for hot & cold water supply,
including all PP - R plain & brass threadedpolypropylene random fittings, i/c fixing the pipe with
clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer-in-
Charge.Internal Exposed on walls.

PN - 16 Pipe, 20mm OD (SDR-7.4) m

PN - 16 Pipe, 25mm OD (SDR-7.4) m
PN - 16 Pipe, 32mm OD (SDR-7.4) m
PN - 16 Pipe, 40mm OD (SDR-7.4) m

PN - 10 Pipe, 50mm OD (SDR-11) m

Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801,
UV stabilized & anti- microbial fusion welded, having thermal stability for hot & cold water supply,
including all PP - R plain & brass threadedpolypropylene random fittings, i/c fixing the pipe with
clamps at 1.00 m spacing. This includes the cost of cutting chases andmaking good the same
including testing of joints complete as per direction of Engineer-in-Charge.Concealed work,including
cutting chases and making good the wall etc.

PN - 16 Pipe, 20mm OD (SDR-7.4) m

PN - 16 Pipe, 25mm OD (SDR-7.4) m

PN - 16 Pipe, 32mm OD (SDR-7.4) m
Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801
UV stabilized & anti -microbial fusion welded, having thermal stability for hot & cold water supply,
including all PP - R plain & brass threadedpolypropylene random fittings, including trenching,
refilling & testing of joints complete as per direction of Engineer-in-Charge.External work

PN - 16 Pipe, 20mm OD (SDR-7.4) m

PN - 16 Pipe, 25 mm OD (SDR-7.4) m
PN - 16 Pipe, 32 mm OD (SDR-7.4) m
PN - 16 Pipe, 40 mm OD (SDR-7.4) m
PN - 10 Pipe, 50 mm OD (SDR-11) m
PN - 10 Pipe, 63 mm OD (SDR-11) m
PN - 10 Pipe, 75 mm OD (SDR-11) m
PN - 10 Pipe, 90 mm OD (SDR-11) m
PN - 10 Pipe, 110 mm OD (SDR-11) m

PN - 10 Pipe, 160 mm OD (SDR-11) m

Providing and fixing PPR Unions
PPR Union 20 mm No.
PPR Union 25 mm No.
PPR Union 32 mm No.
PPR Union 40 mm No.
PPR Union 50 mm No.
PPR Union 63 mm No.
PPR Union 75 mm No.

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot &
cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with
clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent
cement and testing of joints complete as per direction of Engineer in Charge. : Internal work -
Exposed on wall

15 mm nominal outer dia. Pipes. m

20 mm nominal outer dia. Pipes. m

25 mm nominal outer dia .Pipes. m

32 mm nominal outer dia. Pipes. m

40 mm nominal outer dia. Pipes. m

50 mm nominal outer dia. Pipes. m

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot &
cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps
at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and
the cost of cutting chases and making good the same including testing of joints complete as per
direction of Engineer in Charge. :Concealed work, including cutting chases and making good the
walls etc.

15 mm nominal outer dia .Pipes. m

20 mm nominal outer dia .Pipes. m

25 mm nominal outer dia .Pipes. m

32 mm nominal outer dia .Pipes. m

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot &
cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes &
fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per
direction of Engineer in Charge : External work

15 mm nominal outer dia. Pipes. m

20 mm nominal outer dia. Pipes. m
25 mm nominal outer dia. Pipes. m
32 mm nominal outer dia. Pipes. m
40 mm nominal outer dia. Pipes. m
50 mm nominal outer dia. Pipes. m
62.50 mm nominal inner dia. Pipes. m
75 mm nominal inner dia. Pipes. m

100mm nominal inner dia. Pipes. m

150 mm nominal inner dia. Pipes. m
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good
the walls etc. : Internal work – Exposed on wall.
15 mm dia. nominal bore m
20 mm dia. nominal bore m
25 mm dia. nominal bore m
32 mm dia. nominal bore m
40 mm dia. nominal bore m
50 mm dia. nominal bore m
Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc.
concealed pipe, including painting with anticorrosive bitumastic paint, cutting chases and making
good the wall:
15 mm dia. nominal bore m
20 mm dia. nominal bore m

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. :
External work

15 mm dia. nominal bore m

20 mm dia. nominal bore m
25 mm dia. nominal bore m
32 mm dia. nominal bore m

40 mm dia. nominal bore m

50 mm dia. nominal bore m
65 mm dia. nominal bore m
80 mm dia. nominal bore m
Making connection of G.I. distribution branch with G.I. main of following sizes by providing and
fixing tee, including cutting and threading the pipe etc. complete :
25 to 40 mm nominal bore No.
50 to 80 mm nominal bore No.
Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and No.
making long screws etc. complete (cost of water meter and stop cock to be paid separately).
Providing and fixing brass bib cock of approved quality :
15 mm nominal bore No.

20 mm nominal bore No.

Providing and fixing brass stop cock of approved quality :
15 mm nominal bore No.
20 mm nominal bore No.
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
25 mm nominal bore No.

20 mm nominal bore No.

32 mm nominal bore. No.

40 mm nominal bore No.

50 mm nominal bore No.
65 mm nominal bore No.
80 mm nominal bore No.

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats
complete :
15 mm nominal bore No.
20 mm nominal bore No.

25 mm nominal bore No.

Providing and fixing gun metal non- return valve of approved quality (screwed end) :
25 mm nominal bore

Horizontal No.
Vertical No.

32 mm nominal bore

Horizontal No.
Vertical No.
40 mm nominal bore

Horizontal No.
Vertical No.

50 mm nominal bore
Horizontal No.
Vertical No.

65 mm nominal bore
Horizontal No.
Vertical No.
80 mm nominal bore
Horizontal No.
Vertical No.
Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main :
15 mm nominal bore No.
20 mm nominal bore No.
25 mm nominal bore No.
Providing and fixing uplasticised PVC connection pipe with brass unions :

30 cm length
15 mm nominal bore No.
20 mm nominal bore No.
45 cm length
15 mm nominal bore No.
20 mm nominal bore No.

Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :

100 mm diameter No.
150 mm diameter No.
Laying in position centrifugally cast (spun) iron S&S or flanged pipes (excluding cost of pipe) Qtl
Laying in position S&S or flanged C.I. special such as tees, bends, collars, tapers and caps etc. Qtl
(excluding cost of specials).
Providing and laying S&S C.I. standard specials such as tees, bends, collars, tapers, caps etc. (Heavy
class) :
Up to 300 mm dia. Qtl
Over 300 mm dia. Qtl
Providing and laying flanged C.I. standard specials such as tees, bends, collars, tapers, caps etc.,
suitable for flanged jointing as per IS : 1538 :
Up to 300 mm dia. Qtl
Over 300 mm dia. Qtl
Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 :
100 mm dia. pipe m
125 mm dia. pipe m
150 mm dia. pipe m
200 mm dia. pipe m
250 mm dia. pipe m
300 mm dia. pipe m
350 mm dia. pipe m
400 mm dia. pipe m
450 mm dia. pipe m
500 mm dia. pipe m
600 mm dia. pipe m
Providing lead caulked joints to spun iron or C.I. pipes and specials, including testing of joints but
excluding the cost of pig lead :
100 mm diameter pipe No.
125 mm diameter pipe No.
150 mm diameter pipe No.
200 mm diameter pipe No.
250 mm diameter pipe No.
300 mm diameter pipe No.
350 mm diameter pipe No.
400 mm diameter pipe No.
450 mm diameter pipe No.
500 mm diameter pipe No.
600 mm diameter pipe No.

Supplying pig lead at site of work. Qtl

Providing flanged joints to double flanged C.I./ D.I. pipes and specials, including testing of joints :
80 mm diameter pipe No.
100 mm diameter pipe No.
125 mm diameter pipe No.
150 mm diameter pipe No.
200 mm diameter pipe No.
250 mm diameter pipe No.
300 mm diameter pipe No.
350 mm diameter pipe No.
400 mm diameter pipe No.
450 mm diameter pipe No.
500 mm diameter pipe No.
600 mm diameter pipe No.
Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc.
(the tail pieces if required will be paid separately) :
100 mm diameter

Class I No.
Class II No.
125 mm diameter
Class I No.
Class II No.
150 mm diameter
Class I No.
Class II No.
200 mm diameter
Class I No.
Class II No.
250 mm diameter

Class I No.
Class II No.
300 mm diameter

Class I No.
Class II No.
Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :
4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed
in reinforced cement concrete slab 1:1.5:3 mix (1 cement 1.5 coarse sand : 3 graded stone
aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement: 5
fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement
mortar 1:3 (1 cement: 3 coarse sand) 12mm thick, finished with a floating coat of neat cement
complete as per standard design :

With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 No.
Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement :
4 coarse sand) for sluice valve, with C.l. surface box 100mm top diameter, 160 mm bottom
diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5
coarse sand : 3 graded stone aggregate 20mm nominal size ), i/c necessary excavation, foundation
concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside
plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating
coat of neat cement complete as per standard design:
With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 No.

Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement
: 4 coarse sand) for sluice valve, with C.l. surface box 100mm top diameter, 160 mm bottom
diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5
coarse sand : 3 graded stone aggregate 20mm nominal size ), i/c necessary excavation, foundation
concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside
plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating
coat of neat cement complete as per standard design:

With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 No.

Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 No.
cement : 4 coarse sand) for sluice valve, with C.l. surface box 100mm top diameter, 160 mm bottom
diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5
coarse sand : 3 graded stone aggregate 20mm nominal size ), i/c necessary excavation, foundation
concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside
plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating
coat of neat cement complete as per standard design:

Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement :
4 coarse sand) for fire hydrants, with C.l. surface box 350x350 mm top and 165 mm deep (inside)
with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand 3 graded stone aggregate
20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement: 5 fine
sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3
(1 cement: 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as
per standard design:

With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 No.
Constructing masonry Chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 (1 cement :
4 coarse sand) for water meter complete with C.l. double flap surface box 400x200x200 mm (inside)
with locking arrangement and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone
aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5
fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement
mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement
complete as per standard design :

With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 No.
Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed
priming coat, both of approved quality for new work :
15 mm diameter pipe. m
20 mm diameter pipe. m
25 mm diameter pipe. m
32 mm diameter pipe. m
40 mm diameter pipe. m
50 mm diameter pipe. m
Repainting G.I. pipes and fittings with synthetic enamel white paint with one coat of approved
quality :
15 mm diameter pipe. m

20 mm diameter pipe. m
25 mm diameter pipe m
32 mm diameter pipe m
40 mm diameter pipe m
50 mm diameter pipe m
Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved
quality :
15 mm diameter pipe m
20 mm diameter pipe m
25 mm diameter pipe m
32 mm diameter pipe m
40 mm diameter pipe m
50 mm diameter pipe m
65 mm diameter pipe m

80 mm diameter pipe m
Providing and filling sand of grading zone V or coarser grade all- round the G.I. pipes in external
work.
15 mm diameter pipe m
20 mm diameter pipe m
25 mm diameter pipe m
32 mm diameter pipe m
40 mm diameter pipe m
50 mm diameter pipe m
65 mm diameter pipe m
80 mm diameter pipe m
100 mm diameter pipe m
150 mm diameter pipe m
Boring with 100 mm diameter casing pipe for hand pump / tube well, in all soils except ordinary
hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is
lowered and tested :
Up to 6 metres depth. m
Beyond 6 m and up to 12 m depth. m
Beyond 12 m and up to 18 m depth. m
Providing and placing in position filters of 40 mm diameter G.I. pipe with brass strainer of approved m
quality.
Providing and fixing to filter and lowering to proper levels 40 mm G.I. pipe for tube well including m
cleaning and priming the tube well.
Providing and placing in position hand pump of approved quality for 40 mm diameter G.I. pipe No.
complete with all accessories.
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long
screws etc. complete (New work)
15 mm nominal bore No.
20 mm nominal bore No.
25 mm nominal bore No.
32 mm nominal No.
40 mm nominal bore No.
50mm nominal bore No.

65mm nominal bore No.

80 mm nominal bore No.

Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making
long screws including excavation, refilling the earth or cutting of wall and making good the same
complete wherever required :
15 mm nominal bore. No.
20 mm nominal bore. No.
25 mm nominal bore. No.
32 mm nominal bore. No.
40 mm nominal bore. No.
50 mm nominal bore. No.

65 mm nominal bore. No.

80 mm nominal bore. No.
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 Ltr
marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet
and overflow pipes but without fittings and the base support for tank.
Providing and fixing rectangular high density polyethylene water storage loft tank with cover, Ltr
conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate
includesmaking necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings &
fixtures for tank shall be paid separately.

Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931:
15 mm nominal bore. No.
Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards
and weighing not less than 810 gms.

15 mm nominal bore. No.

Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards
and weighing not less than 690 gms.
15 mm nominal bore No.

Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make
conforming to IS:8931.
15 mm nominal bore. No.
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality
conforming to IS:8931 :

15mm nominal bore No.

Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality No.
as per direction of Engineer-in-charge.
Providing and fixing PTMT bib cock of approved quality and colour.
15mm nominal bore, 86 mm long. Weighing not less than 88 gms. No.
15 mm nominal bore, 122 mm long. Weighing not less than 99 gms. No.
15 mm nominal bore, 165 mm long. Weighing not less than 110 gms. No.
15mm nominal bore, 90 mm long. Weighing not less than 93 gms. No.

Providing and fixing PTMT stop cock of approved quality and colour.
15 mm nominal bore, 86 mm long. Weighing not less than 88 gms. No.
20mm nominal bore, 89 mm long. Weighing not less than 88 gms. No.
Concealed stop cock, 15 mm nominal bore, 108mm long. Weighing not less than 108 gms. No.
Providing and fixing PTMT pillar cock of approved quality and colour .
15mm nominal bore, 107 mm long. Weighing not less than 110 gms. No.
15mm nominal bore, 125 mm long foam flow. Weighing not less than 120 gms. No.

Providing and fixing PTMT, push cock of approved quality and colour.
15 mm nominal bore, 98 mm long. Weighing not less than 75 gms. No.
15 mm nominal bore, 80 mm long. Weighing not less than 46 gms. No.
Providing and fixing PTMT grating of approved quality and colour.
Circular type.
100 mm nominal dia. No.
125 mm nominal dia with 25 mm waste hole. No.
Rectangular type with openable circular lid.
150 mm nominal size square 100 mm diameter of the inner hinged round grating. No.
Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber
insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) :
50 mm dia No.
80 mm dia No.
100 mm dia No.
Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by
Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be
paid separately) :
80 mm dia nominal bore No.
100 mm dia nominal bore No.
150 mm dia nominal bore No.

200 mm dia nominal bore No.

Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts, bolts, rubber
insertions etc. complete conforming to IS : 2373 :
80 mm dia No.
100 mm dia. No.
150 mm dia No.
200 mm dia No.
Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy
coated aluminium rod with L.P./ H.P.H.D. plastic ball.
15 mm nominal bore, 105 mm long. Weighing not less than 138 gms. No.
20 mm nominal bore, 120 mm long. Weighing not less than 198 gms. No.
25 mm nominal bore, 152 mm long. Weighing not less than 440 gms. No.
40mm nominal bore, 206mm long. Weighing not less than 690 gms. No.
50mm nominal bore, 242 mm long. Weighing not less than 1240 gms. No.
Providing and fixing PTMT angle stop cock 15 mm nominal bore. Weighing not less than 85 gms. No.

Providing and fixing PTMT swivelling shower, 15mm nominal bore. Weighing not less than 40 gms. No.

Providing and fixing PTMT soap Dish Holder having length of 138 mm, breadth 102 mm, height of No.
75 mm with concealed fitting arrangements. Weighing not less than 106 gms.
Providing and laying S&S C.I. Standard specials such as tees, bends, collars tapers and caps etc,
suitable for flanged jointing as per IS :1538:
Up to 300 mm dia Qtl
Above 300 mm dia Qtl
Providing and laying S&S C.I. Standard specials suitable for mechanical jointing as per IS : 13382 :
Up to 300 mm dia Qtl

Above 300 mm dia Qtl

Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 :
Up to 600 mm dia Qtl
Above 600 mm dia Qtl
Providing and laying Class K-12 Ductile Iron double chamber restrained joint (bolt less) specials such
as tees, bends, collars, tapers and caps etc. conforming to IS 9523 including testing of joints all
complete :
Up to 600 mm dia Qtl
Above 600 mm dia Qtl

Providing and laying D.I. Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 :
Up to 600 mm dia Qtl
Above 600 mm dia Qtl
Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including
testing of joints and the cost of rubber gasket :
100 mm dia pipes joint
150 mm dia pipes joint
200 mm dia pipes joint

250 mm dia pipes joint

300 mm dia pipes joint
350 mm dia pipes joint
400 mm dia pipes joint
450 mm dia pipes joint
500 mm dia pipes joint
600 mm dia pipes joint

650 mm dia pipes joint

700 mm dia pipes joint
800 mm dia a pipes joint

900 mm dia pipes joint

1000 mm dia pipes joint
Providing and laying Double Flanged (screwed/ welded) Centrifugally (Spun) Cast Iron, Class B (IS :
1536) :
100 mm dia C.I. Double Flanged Pipe m

150 mm dia C.I. Double Flanged Pipe m

200 mm dia C.I. Double Flanged Pipe m
250 mm dia C.I. Double Flanged Pipe m
300 mm dia C.I. Double Flanged Pipe m
350 mm dia C.I. Double Flanged Pipe m
400 mm dia C.I. Double Flanged Pipe m
450 mm dia C.I. Double Flanged Pipe m

500 mm dia C.I. Double Flanged Pipe m

600 mm dia C.I. Double Flanged Pipe m
Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :
100 mm dia Ductile Iron Class K-7 pipes m
150 mm dia Ductile Iron Class K-7 pipes m
200 mm dia Ductile Iron Class K-7 pipes m
250 mm dia Ductile Iron Class K-7 pipes m

300 mm dia Ductile Iron Class K-7 pipes m

350 mm dia Ductile Iron Class K-7 pipes m
400 mm dia Ductile Iron Class K-7 pipes m
450 mm dia Ductile Iron Class K-7 pipes m
500 mm dia Ductile Iron Class K-7 pipes m
600 mm dia Ductile Iron Class K-7 pipes m
700 mm dia Ductile Iron Class K-7 pipes m
800 mm dia Ductile Iron Class K-7 pipes m
900 mm dia Ductile Iron Class K-7 pipes m
1000 mm dia Ductile Iron Class K-7 pipes m
100 mm dia Ductile Iron Class K-9 pipes m
150 mm dia Ductile Iron Class K-9 pipes m
200 mm dia Ductile Iron Class K-9 pipes m
250 mm dia Ductile Iron Class K-9 pipes m
300 mm dia Ductile Iron Class K-9 pipes m
350 mm dia Ductile Iron Class K-9 pipes m

400 mm dia Ductile Iron Class K-9 pipes m

450 mm dia Ductile Iron Class K-9 pipes m
500 mm dia Ductile Iron Class K-9 pipes m
600 mm dia Ductile Iron Class K-9 pipes m
700 mm dia Ductile Iron Class K-9 pipes m
750 mm dia Ductile Iron Class K-9 pipes m
800 mm dia Ductile Iron Class K-9 pipes m
900 mm dia Ductile Iron Class K-9 pipes m
1000 mm dia Ductile Iron Class K-9 pipes m
Providing, laying, jointing and testing S&S Centrifugally Cast Ductile Iron double chamber Class K-9
pressure pipes conforming to IS 8329:2000 with restrained Joints (bolt less), all complete.
100 mm nominal dia pipe m
150 mm nominal dia pipe m
200 mm nominal dia pipe m
250 mm nominal dia pipe m

300 mm nominal dia pipe m

350 mm nominal dia pipe m
400 mm nominal dia pipe m
450 mm nominal dia pipe m
500 mm nominal dia pipe m
600 mm nominal dia pipe m
700 mm nominal dia pipe m
750 mm nominal dia pipe m
800 mm nominal dia pipe m
900 mm nominal dia pipe m
1000 mm nominal dia pipe m
Providing and laying Double Flanged (Screwed/ Welded) Centrifugally (Spun) Ductile Iron Pipes of
Class K - 9 conforming to IS: 8329 :
100 mm dia Ductile Iron Double Flanged m
150 mm dia Ductile Iron Double Flanged m
200 mm dia Ductile Iron Double Flanged m
250 mm dia Ductile Iron Double Flanged m
300 mm dia Ductile Iron Double Flanged m
350 mm dia Ductile Iron Double Flanged m
400 mm dia Ductile Iron Double Flanged m
450 mm dia Ductile Iron Double Flanged m
500 mm dia Ductile Iron Double Flanged m
600 mm dia Ductile Iron Double Flanged m

700 mm dia Ductile Iron Double Flanged m

Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of
approved quality and colour.
15 mm nominal bore with 30 cm length. No.
15 mm nominal bore with 45 cm length. No.
Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and
colour.
15 mm nominal bore. Weighing not less than 32 gms. No.
20mm nominal bore. Weighing not less than 40 gms. No.
25mm nominal bore. Weighing not less than 62 gms. No.
Cutting holes up to 30x30 cm in walls including making good the same:
With common burnt clay F.P.S. (non modular) bricks. No.
Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the No.
hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement :2 coarse sand : 4
graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak
proof.

Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface m
after housing G.I. pipe etc.
Making hole up to 20x20 cm and embedding pipes up to 150 mm diameter in masonry and filling m
with cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal
size)including disposal of malba.
Disinfecting C.I. water mains by flushing with water containing bleaching powder @ 0.5 gms per
litre of water and cleaning the same with fresh water, operation to be repeated three times
including getting the sample of water from the disinfected main tested in the municipal laboratory.

80 mm diameter C.I. pipe m

100 mm diameter C.I. pipe m
125 mm diameter C.I. pipe m
150 mm diameter C.I. pipe m
200 mm diameter C.I. pipe m
250 mm diameter C.I. pipe m
300 mm diameter C.I. pipe m
350 mm diameter C.I. pipe m

400 mm diameter C.I. pipe m

450 mm diameter C.I. pipe m
500 mm diameter C.I. pipe m

600 mm diameter C.I. pipe m

Extra for every operation of disinfecting the C.I. main by flushing with water containing bleaching
powder @ 0.5 gms per litre of water and cleaning the same with fresh water, including getting the
samples of water tested in the municipal laboratory:
80 mm diameter C.I. pipe m
100 mm diameter C.I. pipe m
125 mm diameter C.I. pipe m
150 mm diameter C.I. pipe m
200 mm diameter C.I. pipe m
250 mm diameter C.I. pipe m
300 mm diameter C.I. pipe m

350 mm diameter C.I. pipe m

400 mm diameter C.I. pipe m
450 mm diameter C.I. pipe m
500 mm diameter C.I. pipe m
600 mm diameter C.I. pipe m
Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes,
breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at
site lead upto 50 metre:
80 mm diameter C.I. pipe m
100 mm diameter C.I. pipe m
125 mm diameter C.I. pipe m
150 mm diameter C.I. pipe m
200 mm diameter C.I. pipe m
250 mm diameter C.I. pipe m
300 mm diameter C.I. pipe m

350 mm diameter C.I. pipe m

400 mm diameter C.I. pipe m
450 mm diameter C.I. pipe m

500 mm diameter C.I. pipe m

600 mm diameter C.I. pipe m

Labour for cutting C.I. pipe with steel saw.

80 mm diameter C.I. pipe nos
100 mm diameter C.I. pipe nos

125 mm diameter C.I. pipe nos

150 mm diameter C.I. pipe nos
200 mm diameter C.I. pipe nos
250 mm diameter C.I. pipe nos
300 mm diameter C.I. pipe nos
350 mm diameter C.I. pipe nos
400 mm diameter C.I. pipe nos
450 mm diameter C.I. pipe nos
500 mm diameter C.I. pipe nos
600 mm diameter C.I. pipe nos
Providing & fixing chrome plated brass battery based infrared sensor operated pillar cock, having
foam flow technology.
15 mm nominal bore. No.

Providing and fixing Stainless Steel pipe and fitting of grade AISI 304 as per JIS standard 3448
complete with press type fitting (fitting shall be paid for separately) i/c fixing of the pipe with
clamps at 1.00 m spacing including cutting and making good the walls including testing of joints
complete as per direction of Engineer-in-charge. (The pipe length inserted in the fitting shall not be
measured for payment) Internal work - Exposed on wall

15.88 mm outer dia Pipe m

22.22 mm outer dia Pipe m
28.58 mm outer dia Pipe m
34.00 mm outer dia Pipe m
42.70 mm outer dia Pipe m
48.60 mm outer dia Pipe m
Providing and fixing stainless Steel pipe and fitting of grade 316L as per IS 6911:2017 and
conforming to EN-10312 standards complete with press type fitting ( fitting shall be paid for
separately) i/c fixing of the pipe with clamps at 1.00 m spacing including cutting and making good
the walls including testing of joints complete as per the direction of Engineer- in- charge. ( The pipe
length inserted in the fitting shall not be measure for payment).

15 mm outer dia Pipe m

22 mm outer dia Pipe m
28 mm outer dia Pipe m
35 mm outer dia Pipe m
42 mm outer dia Pipe m
54 mm outer dia Pipe m
Providing and fixing Stainless Steel pipe and fitting of grade AISI 304 as per JIS standard 3448
complete with press type fitting (fitting shall be paid for separately) i/c fixing of the pipe with
clamps at 1.00 m spacing and also including cutting of chases and making good the walls including
testing of joints complete as per direction of Engineer-in-charge. (The pipe length inserted in the
fitting shall not be measured for payment) Internal work- Concealed pipe

15.88 mm outer dia Pipes. m

22.22 mm outer dia Pipes. m

Providing and fixing stainless Steel pipe and fitting of grade 316L as per IS 6911:2017 and
conforming to EN-10312 standards complete with press type fitting ( fitting shall be paid for
separately) i/c fixing of the pipe with clamps at 1.00 m spacing and also including cutting of chases
and making good the walls including testing of joints complete as per the direction of Engineer- in-
charge. ( The pipe length inserted in the fitting shall not be measure for payment). Internal work -
Concealed Pipe

15mm outer dia. Pipes m

20mm outer dia Pipes m

Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming
to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM
material of required dia as per direction of Engineer-in-charge - Coupling/Socket.
For 15.88 mm outer dia pipe No.
For 22.22 mm outer dia pipe No.
For 28.58 mm outer dia pipe No.
For 34.00 mm outer dia pipe No.
For 42.70 mm outer dia pipe No.

For 48.60 mm outer dia pipe No.

Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming
to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM
material of required dia as per direction of Engineer-in-charge - Coupling/Socket.
For 15 mm outer dia pipe No.
For 22 mm outer dia pipe No.
For 28 mm outer dia pipe No.
For 35 mm outer dia pipe No.
For 42 mm outer dia pipe No.

For 54 mm outer dia pipe No.

Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming
to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM
material of required dia as per direction of Engineer-in-charge - Reducer
For 22.22 mm x 15.88 mm outer dia pipe No.
For 28.58 mm x 15.88 mm outer dia pipe No.
For 28.58 mm x 22.22 mm outer dia pipe No.
For 34.00 mm x 15.88 mm outer dia pipe No.
For 34.00 mm x 22.22 mm outer dia pipe No.
For 34.00 mm x 28.58 mm outer dia pipe No.
For 42.70 mm x 15.88 mm outer dia pipe No.
For 42.70 mm x 22.22 mm outer dia pipe No.
For 42.70 mm x 28.58 mm outer dia pipe No.

For 42.70 mm x 34.00 mm outer dia pipe No.

For 48.60 mm x 15.88 mm outer dia pipe No.
For 48.60 mm x 22.22 mm outer dia pipe No.
For 48.60 mm x 28.58 mm outer dia pipe No.
For 48.60 mm x 34.00 mm outer dia pipe No.
For 48.60 mm x 42.70 mm outer dia pipe No.
Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming
to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM
material of required dia as per direction of Engineer-in-charge - Reducer

For 22 mm x 15 mm outer dia pipe No.

For 28 mm x 15 mm outer dia pipe No.

For 28 mm x 22 mm outer dia pipe No.

For 35 mm x 22 mm outer dia pipe No.

For 35 mm x 28 mm outer dia pipe No.
For 42 mm x 22 mm outer dia pipe No.
For 42 mm x 28 mm outer dia pipe No.

For 42 mm x 35 mm outer dia pipe No.

For 54 mm x 28 mm outer dia pipe No.
For 54 mm x 35 mm outer dia pipe No.
For 54 mm x 42 mm outer dia pipe No.

Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming
to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM
material of required dia as per direction of Engineer-in-charge - Slip Coupling/Socket
For 15.88 mm outer dia pipe No.
For 22.22 mm outer dia pipe No.

For 28.58 mm outer dia pipe No.

For 34.00 mm outer dia pipe No.
For 42.70 mm outer dia pipe No.
For 48.60 mm outer dia pipe No.
Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS
6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of
EPDM material of required dia as per direction of Engineer-in-charge - Sleeve/Slip Coupling/Socket

For 15 mm outer dia pipe No.

For 22 mm outer dia pipe No.

For 28 mm outer dia pipe No.

For 35 mm outer dia pipe No.

For 42 mm outer dia pipe No.

For 54 mm outer dia pipe No.

Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming
to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM
material of required dia as per direction of Engineer-in-charge : Elbow 90 degrees
For 15.88 mm outer dia pipe No.
For 22.22 mm outer dia pipe No.
For 28.58 mm outer dia pipe No.
For 34.00 mm outer dia pipe No.

For 42.70 mm outer dia pipe No.

For 48.60 mm outer dia pipe No.
Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS
6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of
EPDM material of required dia as per direction of Engineer-in-charge - Elbow 90 degrees

For 15 mm outer dia pipe No.

For 22 mm outer dia pipe No.
For 28 mm outer dia pipe No.
For 35 mm outer dia pipe No.
For 42 mm outer dia pipe No.

For 54 mm outer dia pipe No.

Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming
to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM
material of required dia as per direction of Engineer-in-charge. : Reducing Elbow 90 degrees

For 22.22 mm x 15.88 mm outer dia pipe No.

For 28.58 mm x 15.88 mm outer dia pipe No.
For 28.58 mm x 22.22 mm outer dia pipe No.
For 34.00 mm x 22.22 mm outer dia pipe No.

For 34.00 mm x 28.58 mm outer dia pipe No.

For 42.70 mm x 34.00 mm outer dia pipe No.
Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming
to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM
material of required dia as per direction of Engineer-in-charge. : Equal Tee
For 15.88 mm outer dia pipe No.
For 22.22 mm outer dia pipe No.

For 28.58 mm outer dia pipe No.

For 34.00 mm outer dia pipe. No.
For 42.70 mm outer dia pipe No.
For 48.60 mm outer dia pipe No.
Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS
6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of
EPDM material of required dia as per direction of Engineer-in-charge - Equal Tee
For 15 mm outer dia pipe No.

For 22 mm outer dia pipe No.

For 28 mm outer dia pipe No.

For 35 mm outer dia pipe No.

For 42 mm outer dia pipe No.
For 54 mm outer dia pipe No.

Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming
to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM
material of required dia as per direction of Engineer-in-charge : Reducing Tee
For 22.22 mm x 15.88 mm outer dia pipe No.
For 28.58 mm x 15.88 mm outer dia pipe No.

For 28.58 mm x 22.22 mm outer dia pipe No.

For 34.00 mm x 15.88 mm outer dia pipe No.

For 34.00 mm x 22.22 mm outer dia pipe No.

For 34.00 mm x 28.58 mm outer dia pipe No.
For 42.70 mm x 15.88 mm outer dia pipe No.
For 42.70 mm x 22.22 mm outer dia pipe No.
For 42.70 mm x 28.58 mm outer dia pipe No.
For 42.70 mm x 34.00 mm outer dia pipe No.

For 48.60 mm x 15.88 mm outer dia pipe No.

For 48.60 mm x 22.22 mm outer dia pipe No.
For 48.60 mm x 28.58 mm outer dia pipe No.

For 48.60 mm x 34.00 mm outer dia pipe No.

For 48.60 mm x 42.70 mm outer dia pipe No.
Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS
6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of
EPDM material of required dia as per direction of Engineer-in-charge - Reducing Tee
For 22 mm x 15 mm outer dia pipe No.
For 28 mm x 15 mm outer dia pipe No.

For 28 mm x 22 mm outer dia pipe No.

For 35 mm x 15 mm outer dia pipe No.
For 35 mm x 22 mm outer dia pipe No.
For 35 mm x 28 mm outer dia pipe No.
For 42 mm x 22 mm outer dia pipe No.
For 42 mm x 28 mm outer dia pipe No.
For 42 mm x 35 mm outer dia pipe No.
For 54 mm x 22 mm outer dia pipe No.
For 54 mm x 28 mm outer dia pipe No.

For 54 mm x 35 mm outer dia pipe No.

For 54 mm x 42 mm outer dia pipe No.

Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming
to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM
material of required dia as per direction of Engineer-in-charge : Male Thread Tee
For 15.88 mm outer dia x 15 mm nominal dia threaded No.

For 22.22 mm outer dia x 15 mm nominal dia threaded No.

For 22.22 mm outer dia x 20 mm nominal dia threaded No.

For 28.58 mm outer dia x 15 mm nominal dia threaded No.

For 28.58 mm outer dia x 20 mm nominal dia threaded No.

For 28.58 mm outer dia x 25 mm nominal dia threaded No.

For 34.00 mm outer dia x 15 mm nominal dia threaded No.
For 34.00 mm outer dia x 20 mm nominal dia threaded No.
For 34.00 mm outer dia x 25 mm nominal dia threaded No.

For 34.00 mm outer dia x 32 mm nominal dia threaded No.

For 42.70 mm outer dia x 15 mm nominal dia threaded No.
For 42.70 mm outer dia x 20 mm nominal dia threaded No.

For 42.70 mm outer dia x 25 mm nominal dia threaded No.

For 42.70 mm outer dia x 32 mm nominal dia threaded No.

For 42.70 mm outer dia x 40 mm nominal dia threaded No.

For 48.60 mm outer dia x 15 mm nominal dia threaded No.

For 48.60 mm outer dia x 20 mm nominal dia threaded No.

For 48.60 mm outer dia x 25 mm nominal dia threaded No.

For 48.60 mm outer dia x 32 mm nominal dia threaded No.

For 48.60 mm outer dia x 40 mm nominal dia threaded No.

For 48.60 mm outer dia x 50 mm nominal dia threaded No.

Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming
to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM
material of required dia as per direction of Engineer-in-charge : Female Thread Tee

For 15.88 mm outer dia x 15 mm nominal dia threaded No.

For 22.22 mm outer dia x 15 mm nominal dia threaded No.

For 22.22 mm outer dia x 20 mm nominal dia threaded No.

For 28.58 mm outer dia x 15 mm nominal dia threaded No.

For 28.58 mm outer dia x 20 mm nominal dia threaded No.

For 28.58 mm outer dia x 25 mm nominal dia threaded No.

For 34.00 mm outer dia x 15 mm nominal dia threaded No.

For 34.00 mm outer dia x 20 mm nominal dia threaded No.

For 34.00 mm outer dia x 25 mm nominal dia threaded No.

For 34.00 mm outer dia x 32 mm nominal dia threaded No.

For 42.70 mm outer dia x 15 mm nominal dia threaded No.

For 42.70 mm outer dia x 20 mm nominal dia threaded No.
For 42.70 mm outer dia x 25 mm nominal dia threaded No.

For 42.70 mm outer dia x 32 mm nominal dia threaded No.

For 42.70 mm outer dia x 40 mm nominal dia threaded No.
For 48.60 mm outer dia x 15 mm nominal dia threaded No.

For 48.60 mm outer dia x 20 mm nominal dia threaded No.

For 48.60 mm outer dia x 25 mm nominal dia threaded No.

For 48.60 mm outer dia x 32 mm nominal dia threaded No.
For 48.60 mm outer dia x 40 mm nominal dia threaded No.
For 48.60 mm outer dia x 50 mm nominal dia threaded No.

Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS
6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of
EPDM material of required dia as per direction of Engineer-in-charge - Female Thread Tee
For 15 mm outer dia x 1/2" nominal dia threaded No.

For 22 mm outer dia x 1/2" nominal dia threaded No.

For 22 mm outer dia x 3/4" nominal dia threaded No.

For 28 mm outer dia x 1/2" nominal dia threaded No.

For 28 mm outer dia x 3/4" nominal dia threaded No.
For 28 mm outer dia x 1" nominal dia threaded No.
For 35 mm outer dia x 1/2" nominal dia threaded No.
For 35 mm outer dia x 1-1/4" nominal dia threaded No.
For 42 mm outer dia x 1-1/4" nominal dia threaded No.
For 54 mm outer dia x 1-1/2" nominal dia threaded No.
For 54 mm outer dia x 2" nominal dia threaded No.
Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming
to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM
material of required dia as per direction of Engineer-in-charge : Female Thread Connector/Adapter.
For 15.88 mm outer dia x 15 mm nominal dia threaded No.
For 22.22 mm outer dia x 15 mm nominal dia threaded No.

For 22.22 mm outer dia x 20 mm nominal dia threaded No.

For 28.58 mm outer dia x 15 mm nominal dia threaded No.

For 28.58 mm outer dia x 20 mm nominal dia threaded No.
For 28.58 mm outer dia x 25 mm nominal dia threaded No.
For 34.00 mm outer dia x 25 mm nominal dia threaded No.

For 34.00 mm outer dia x 32 mm nominal dia threaded No.

For 42.70 mm outer dia x 32 mm nominal dia threaded No.
For 42.70 mm outer dia x 40 mm nominal dia threaded No.

For 48.60 mm outer dia x 40 mm nominal dia threaded No.

For 48.60 mm outer dia x 50 mm nominal dia threaded No.
Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS
6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of
EPDM material of required dia as per direction of Engineer-in-charge - Female Thread
Connector/Adapter

For 15 mm outer dia x 1/2" nominal dia threaded No.

For 22 mm outer dia x 1/2" nominal dia threaded No.
For 22 mm outer dia x 3/4" nominal dia threaded No.
For 28 mm outer dia x1" nominal dia threaded No.
For 35 mm outer dia x 1-1/4" nominal dia threaded No.
For 42 mm outer dia x1-1/2" nominal dia threaded No.
For 54 mm outer dia x 2" nominal dia threaded No.
Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming
to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM
material of required dia as per direction of Engineer-in-charge : Male Thread Connector/Adapter

For 15.88 mm outer dia x 15 mm nominal dia threaded No.

For 22.22 mm outer dia x 15 mm nominal dia threaded No.

For 22.22 mm outer dia x 20 mm nominal dia threaded No.

For 28.58 mm outer dia x 20 mm nominal dia threaded No.

For 28.58 mm outer dia x 25 mm nominal dia threaded No.

For 34.00 mm outer dia x 25 mm nominal dia threaded No.

For 34.00 mm outer dia x 32 mm nominal dia threaded No.

For 42.70 mm outer dia x 32 mm nominal dia threaded No.

For 42.70 mm outer dia x 40 mm nominal dia threaded No.

For 48.60 mm outer dia x 40 mm nominal dia threaded No.

For 48.60 mm outer dia x 50 mm nominal dia threaded No.

Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS
6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of
EPDM material of required dia as per direction of Engineer-in-charge - Male Thread
Connector/Adapter

For 15 mm outer dia x 1/2" nominal dia threaded No.

For 22 mm outer dia x 1/2" nominal dia threaded No.

For 22 mm outer dia x 3/4" nominal dia threaded No.

For 28 mm outer dia x1" nominal dia threaded No.

For 35 mm outer dia x 1-1/4" nominal dia threaded No.

For 42 mm outer dia x1-1/2" nominal dia threaded No.

For 54 mm outer dia x 2" nominal dia threaded No.

Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming
to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM
material of required dia as per direction of Engineer-in-charge : Valve Connector
For 15.88 mm outer dia x 15 mm nominal dia threaded No.
For 22.22 mm outer dia x 15 mm nominal dia threaded No.

For 22.22 mm outer dia x 20 mm nominal dia threaded No.

For 28.58 mm outer dia x 25 mm nominal dia threaded No.

For 34.00 mm outer dia x 32 mm nominal dia threaded No.

For 42.70 mm outer dia x 40 mm nominal dia threaded No.

For 48.60 mm outer dia x 50 mm nominal dia threaded No.

Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming
to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM
material of required dia as per direction of Engineer-in-charge : Female Threaded Elbow 90 degrees.

For 15.88 mm outer dia x 15 mm nominal dia threaded No.

For 22.22 mm outer dia x 15 mm nominal dia threaded No.

For 22.22 mm outer dia x 20 mm nominal dia threaded No.

For 28.58 mm outer dia x 25 mm nominal dia threaded No.
For 34.00 mm outer dia x 32 mm nominal dia threaded No.

For 42.70 mm outer dia x 32 mm nominal dia threaded No.

For 42.70 mm outer dia x 40 mm nominal dia threaded No.
For 48.60 mm outer dia x 40 mm nominal dia threaded No.
For 48.60 mm outer dia x 50 mm nominal dia threaded No.
Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS
6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of
EPDM material of required dia as per direction of Engineer-in-charge - Female Threaded Elbow 90
degrees

For 15 mm outer dia x 1/2" nominal dia threaded No.

For 22 mm outer dia x 3/4" nominal dia threaded No.
For 28 mm outer dia x 1" nominal dia threaded No.
For 35 mm outer dia x1-1/4" nominal dia threaded No.

For 42 mm outer dia x 1-1/2" nominal dia threaded No.

For 54 mm outer dia x 2" nominal dia threaded No.

Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming
to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM
material of required dia as per direction of Engineer-in-charge : Male Threaded Elbow 90 degrees

For 15.88 mm outer dia x 15 mm nominal dia threaded No.

For 22.22 mm outer dia x 15 mm nominal dia threaded No.
For 22.22 mm outer dia x 20 mm nominal dia threaded No.

For 28.58 mm outer dia x 25 mm nominal dia threaded No.

For 34.00 mm outer dia x 25 mm nominal dia threaded No.
For 34.00 mm outer dia x 32 mm nominal dia threaded No.
For 42.70 mm outer dia x 32 mm nominal dia threaded No.
For 42.70 mm outer dia x 40 mm nominal dia threaded No.
For 48.60 mm outer dia x 40 mm nominal dia threaded No.
For 48.60 mm outer dia x 50 mm nominal dia threaded No.
Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS
6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of
EPDM material of required dia as per direction of Engineer-in-charge - Male Threaded Elbow 90
degrees

For 15 mm outer dia x 1/2" nominal dia threaded No.

For 22 mm outer dia x 3/4" nominal dia threaded No.

For 28 mm outer dia x 1" nominal dia threaded No.
For 35 mm outer dia x1-1/4" nominal dia threaded No.
For 42 mm outer dia x 1-1/2" nominal dia threaded No.
For 54 mm outer dia x 2" nominal dia threaded No.

Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming
to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM
material of required dia as per direction of Engineer-in-charge. : Cap
For 15.88 mm outer dia pipe No.
For 22.22 mm outer dia pipe No.
For 28.58 mm outer dia pipe No.
For 34.00 mm outer dia pipe No.
For 42.70 mm outer dia pipe No.
For 48.60 mm outer dia pipe No.

Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS
6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of
EPDM material of required dia as per direction of Engineer-in-charge - Cap
For 15 mm outer dia pipe No.
For 22 mm outer dia pipe No.
For 28 mm outer dia pipe No.
For 35 mm outer dia pipe No.

For 42 mm outer dia pipe No.

For 54 mm outer dia pipe No.
Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming
to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM
material of required dia as per direction of Engineer-in-charge. : Pipe Bridge
For 15.88 mm outer dia pipe No.
For 22.22 mm outer dia pipe No.

For 28.58 mm outer dia pipe No.

Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS
6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of
EPDM material of required dia as per direction of Engineer-in-charge - Pipe Bridge
For 15 mm outer dia pipe No.
For 22 mm outer dia pipe No.
For 28 mm outer dia pipe No.
Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS
6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of
EPDM material of required dia as per direction of Engineer-in-charge - Male Union
For 15 mm outer dia x 1/2" nominal dia threaded No.

For 22 mm outer dia x 1/2" nominal dia threaded No.

For 22 mm outer dia x 3/4" nominal dia threaded No.

For 28 mm outer dia x1" nominal dia threaded No.

For 35 mm outer dia x 1-1/4" nominal dia threaded No.
For 42 mm outer dia x1-1/2" nominal dia threaded No.
For 54 mm outer dia x 2" nominal dia threaded No.
Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS
6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of
EPDM material of required dia as per direction of Engineer-in-charge - Female Union
For 22 mm outer dia x 3/4" nominal dia threaded No.
For 28 mm outer dia x 1" nominal dia threaded No.
Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS
6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of
EPDM material of required dia as per direction of Engineer-in-charge - Female Transition Elbow /
FTE

For 15 mm outer dia x 1/2" nominal dia threaded No.

 For 22 mm outer dia x 1/2" nominal dia threaded No.

For 22 mm outer dia x 3/4" nominal dia threaded No.

Total of the Sub-Head - Water Supply :

17.0 Sub-Head : Drainage
Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar
in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :
100 mm diameter m
150 mm diameter m

200 mm diameter m
250 mm diameter m
300 mm diameter m

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate
40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design :

100 mm diameter S.W. pipe m

150 mm diameter S.W. pipe m

200 mm diameter S.W. pipe m

250 mm diameter S.W. pipe m

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate
40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design :

100 mm diameter S.W. pipe m

150 mm diameter S.W. pipe m

200 mm diameter S.W. pipe m

250 mm diameter S.W. pipe m

300 mm diameter S.W. pipe m

Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick
masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of
cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:

100x100 mm size P type

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 No.

With Sewer bricks conforming to IS : 4885 No.

150 x 100 mm size P type.

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 No.

With sewer bricks conforming to IS : 4885 No.

180x150 mm size P type

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 No.

With Sewer bricks conforming to IS : 4885 No.

Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful
materials near the site within 50 m lead and disposal of unserviceable materials into municipal
dumps :
100 mm diameter m

150 mm diameter m

200 mm diameter m

250 mm diameter m

300 mm diameter m

350 mm diameter m
400 mm diameter m

450 mm diameter m
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff
mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints
etc. complete :
100 mm dia. R.C.C. pipe m

150 mm dia. R.C.C. pipe m

250 mm dia. R.C.C. pipe m

300 mm dia. R.C.C. pipe m
450 mm dia. R.C.C. pipe m
500 mm dia. R.C.C. pipe m
600 mm dia. R.C.C. pipe m
700 mm dia. R.C.C. pipe m

800 mm dia. R.C.C. pipe m

900 mm dia. R.C.C. pipe m

1000 mm dia. R.C.C. pipe m

1100 mm dia. R.C.C. pipe m

1200 mm dia. R.C.C. pipe m

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C.
top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm
nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone
aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3
coarse sand) finished with floating coat of neat cement and making channels in cement concrete
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a
floating coat of neat cement complete as per standard design :

Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm
internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23
kg and weight of frame 15 kg) :
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 No.

With Sewer bricks conforming to IS : 4885 No.

Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm
internal diameter, total weight of cover and frame to be not less than 1 16 kg (weight of cover 58 kg
and weight of frame 58 kg) :
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 No.

With Sewer bricks conforming to IS : 4885 No.

Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal
diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and
weight of frame 100 kg) :
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 No.

With Sewer bricks conforming to IS : 4885 No.

Extra for depth for manholes

Size 90x80 cm
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 m
With Sewer bricks conforming to IS : 4885 m
Size 120x90 cm
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 m

With Sewer bricks conforming to IS : 4885 m

Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at
top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with
cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement,
foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal
size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded
stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as
per standard design :

0.91 m deep with S.F .R.C. cover and frame (heavy duty , HD-20 grade designation) 560 mm internal
diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg.,
fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick
cement plaster at the external surface shall be paid for separately) :
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 No.

With Sewer bricks conforming to IS : 4885 No.

Extra depth for circular type manhole 0.91 m internal dia (at bottom) beyond 0.91 m to 1.67 m
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 m

With Sewer bricks conforming IS : 4885 m

Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in
cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement
mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation
concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and
making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per
standard design :

1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560 mm internal
diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed
in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster
at the external surface shall be paid for separately) :

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 No.

With Sewer bricks conforming IS : 4885 No.

Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m :
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 m
With Sewer bricks conforming IS : 4885 m
Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in
cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement
mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation
concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and
making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per
standard design :
2.30 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560 mm internal
diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed
in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster
at the external surface shall be paid for separately) :

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 No.

With Sewer bricks conforming IS : 4885 No.

Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m :

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 m

With Sewer bricks conforming IS : 4885 m

Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard
design :

With 20x20 mm square bar No.

With 20 mm diameter round bar No.

Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : No.
10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25
mm and over all minimum length 263 mm and width as 165 mm with minimum 1 12 mm space
between protruded legs having 2 mm tread on top surface by ribbing or chequering besides
necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing
and suitable to with stand the bend test and chemical resistance test as per specifications and
having manufacture's permanent identification mark to be visible even after fixing, including fixing
in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded
stone aggregate 20 mm nominal size) complete as per design.

Replacement of M.S. foot rests in manholes including dismantling concrete blocks and fixing with
20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20
mm nominal size) :

With 20x20 mm square bar No.

With 20 mm diameter round bar No.

Supplying and fixing C.I. cover without frame for manholes :

455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg. No.

500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg. No.

560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 kg. No.

Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and
approved quality
L D - 2.5

Rectangular shape 600x450 mm internal dimensions No.

Square shape 450 mm internal dimensions No.

Circular shape 450 mm internal diameter No.

M D - 10

Square shape 450 mm internal dimension No.

Circular shape 500 mm internal diameter No.
H D - 20
Circular shape 560 mm internal diameter No.

EHD - 35
Circular shape 560 mm internal dia. No.
Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the No.
weight of cover to be not less than 4.5 kg.

Making connection of drain or sewer line with existing manhole including breaking into and making
good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement :
3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the
drain etc. complete :

For pipes 100 to 250 mm diameter No.

For pipes 250 to 300 mm diameter No.

For pipes 350 to 450 mm diameter No.

Providing sand cast iron drop connection externally for 60 cm drop from branch sewer line to main
sewer manhole including inspection and cleaning eye with chain and lid, sand cast iron drop pipe
and bend encased all-round with cement concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone
aggregate 40 mm nominal size) with all centering and shuttering required, cutting holes in walls and
making good with brick work in cement mortar 1:4 (1 cement : 4 coarse sand) plastered with
cement mortar 1:3 (1 cement : 3 coarse sand) on inside of the manhole wall, lead caulked joints
between sand cast iron pipes and fittings, stiff cement mortar 1:1 (1 cement : 1 fine sand) joints
between sand cast iron tee and S.W. pipe, making required channels complete as per standard
design and specifications :

100 mm dia. sand cast iron drop connection No.

150 mm dia. sand cast iron drop connection No.

Extra for depths beyond 60 cm of sand cast iron drop connection complete :

For 100 mm dia. sand cast iron drop connection m

For 150 mm dia. sand cast iron drop connection m

Dismantling of manhole including R.C.C. top slab, C.I. cover with frame, including stacking of useful
materials near the site and disposal of unserviceable materials within 50 m lead as per direction of
Engineer-in-Charge :

Rectangular manhole 90x80 cm and 45 cm deep No.

Rectangular manhole 120x90 cm and 90 cm deep No.

Rectangular arch type manhole 140x90 cm and 2.45 m deep No.
Circular manhole 122 cm diameter and 1.68 m deep No.
Extra for depth of manholes dismantled:
Rectangular manhole 90x80 cm and beyond 45 cm depth m
Rectangular manhole 120x90 cm and beyond 90 cm depth m
Rectangular arch type manhole 140x90 cm and beyond 2.45 m depth (up to 4.25 m depth). m
Circular manhole 122 cm diameter and beyond 1.68 m depth (up to 2.29 m depth) m
Raising manhole cover and frame slab to required level including dismantling existing slab and
making good the damage as required (Raising depth of manhole to be paid separately) :
Rectangular manhole 90x80 cm with rectangular cover 600x450 mm of grade LD - 2.5 No.
Rectangular manhole 120x90 cm with circular cover 500 mm dia of grade MD - 10 No.

Rectangular manhole 120x90 cm with circular cover 560 mm dia of grade HD - 20 No.
Circular manhole 140 cm dia with circular cover 600 mm dia of grade EHD - 35 No.
Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1
cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame
complete as per standard design :
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 No.
Constructing brick masonry road gully chamber 45x45x77.5 cm with bricks in cement mortar 1:4 (1
cement : 4 coarse sand ) with pre-cast R.C.C. vertical grating complete as per standard design :
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 No.
Constructing brick masonry road gully chamber 110x50x77.5 cm with bricks in cement mortar 1:4 (1
cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame and
vertical grating complete as per standard design :
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 No.
Constructing brick masonry chamber for underground C.I. inspection chamber and bends with
bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610
mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover
23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3
graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand :
10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar
1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and
bed concrete etc. complete as per standard design:

Inside dimensions 455x610 mm and 45 cm deep for single pipe line :

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 No.

Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets :
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 No.

Inside dimensions 600x850 mm and 45 cm deep for pipe line with three or more inlets :
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 No.
Extra for depth beyond 45 cm of brick masonry chamber :
For 455x610 mm size

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 m

For 500x700 mm size

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 m

For 600x850 mm size

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 m

Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with
bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 No.
Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm No.
diameter and 1.20 m long complete as per standard design.
Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1
cement : 1 fine sand) including testing of joints etc. complete :

100 mm dia No.

150 mm dia No.
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/ spigot
jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand)
including testing of joints etc. complete
 450 mm dia RCC pipes. m

600 mm dia RCC pipes. m

900 mm dia RCC pipes. m

1000 mm dia RCC pipes. (Laying by manual/ mechanical means) m
1200 mm dia RCC pipes. (Laying by manual/ mechanical means) m
1800 mm dia RCC pipes. (Laying by manual/mechanical means) m

Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot
jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand)
including testing of joints etc. complete
450 mm dia RCC pipes. m
600 mm dia RCC pipes. m
900 mm dia RCC pipes. m

1000 mm dia RCC pipes. (Laying by manual/mechanical means) m

1200 mm dia RCC pipes. (Laying by manual/mechanical means) m
1800 mm dia RCC pipes. (Laying by manual/mechanical means)
m
Total of the Sub-Head - Drainage :

18.0 Sub-Head : Pile Work

Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ
reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile
cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but
including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete.
(Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) :

400 mm dia piles m

450 mm dia piles m

500 mm dia piles m

550 mm dia piles m

750 mm dia piles m

1000 mm dia piles m

1200 mm dia piles m

1500 mm dia piles m

Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25
of specified diameter and length below the pile cap, to carry a safe working load not less than
specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite
solution and temporary casing of appropriate length for setting out and removal of same and the
length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud
circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all
complete, including removal of excavated earth with all its lifts and leads (length of pile for
payment shall be measured up to bottom of pile cap).

Note: Truck Mounted rotary/TMR/Tubewell boring machine shall not be used.

450 mm dia piles m

500mm dia piles m

600 mm dia piles m

750 mm dia piles m

Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25
of specified diameter and length below pile cap, to carry a safe working load not less than specified,
excluding the cost of steel reinforcement but including the cost of boring with bentonite solution
and temporary casing of appropriate length for setting out and removal of same and the length of
the pile to be embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic pilling
Rig all complete, including removal of excavated earth with all its lifts and leads (length of pile for
payment shall be measured up to bottom of pile cap).

Note: Truck Mounted rotary/ TMR / Tubewell boring machine shall not be used.

600 mm dia piles. m

750 mm dia piles. m

1000 mm dia piles. m

1200 mm dia piles. m

1500 mm dia piles. m

Boring with hydraulic piling rigs with power units, Providing and installing cast in situ single under
reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a
safe working load not less than specified, excluding the cost of steel reinforcement but including
the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc.
all complete. (Length of pile for payment shall be measured upto the bottom of pile cap):

300 mm dia piles Nos

400 mm dia piles Nos

450 mm dia. piles Nos

550 mm dia piles Nos

Extra over single under ream for providing additional bulbs in under reamed piles ,under specified
diameter. (only the nos. of extra bulbs are to be paid)
300mm dia piles. No.

400mm dia piles. No.

450 mm dia piles. No.

550 mm dia piles. No.

Providing, driving (with vibrating pile driving hammer complete with power units & accessories )
and installing driven Pre-cast reinforced cement concrete piles of specified diameter and length
below the pile cap in M-25 cement concrete to carry safe working load not less than specified with
a central through preformed hole with M.S. black pipe of dia, 40 mm for grouting with cement sand
grouting of mix 1:2 (1cement : 2 coarse sand) under sufficient positive pressure to ensure complete
filling including centring, shuttering, driving and removing the steel casing pipe and lifting casing
etc. complete but excluding the cost of steel reinforcement. (Length of pile for payment shall be
measured from top of the shoe to the bottom of pile cap).

400 mm dia piles. Nos

450 mm dia piles. Nos

500 mm dia piles. Nos

550 mm dia piles. Nos

750 mm dia piles. Nos

1000 mm dia piles. Nos

Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading
platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap
and dismantling of test cap after test etc. complete as per specification & the direction of Engineer
in-charge.

Note:- 1 . Initial and Routine Load test shall not be carried out by Dynamic method of testing.

Note:-2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-
charge.
Single pile upto 50 tonne safe capacity

Initial test. ( Test load 2.5 times the safe capacity) Nos

Routine test ( Test load 1.5 times the safe capacity) Nos

Single pile above 50 tonne and upto 100 tonne safe capacity

Initial test ( Test load 2.5 times the safe capacity) Nos
Routine test. ( Test load 1.5 times the safe capacity) Nos

Group of two or more piles upto 50 tonne safe capacity

Initial test ( Test load 2.5 times the safe capacity) Nos

Routine test ( Test load 1.5 times the safe capacity) Nos

Cyclic vertical load testing of pile in accordance with IS Code of practice IS: 2911 (part IV) by
Kentledge method including preparation of pile head etc for.
Single pile.
Upto 50 tonne safe capacity pile. Nos
Above 50 tonne and upto 100 tonne safe capacity pile. Nos

Group of two or more piles.

Upto 400 tonne safe capacity of group Nos

Lateral load testing of single pile in accordance with IS Code of practice IS : 2911 (Part IV) for
determining safe allowable lateral load on pile :
Upto 50 tonne capacity pile. Nos
 Above 50 tonne and upto 100 tonne capacity pile. Nos

Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in
accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust &
chipping lean concrete lumps etc. and use of computerised equipment and high skill trained
personal for conducting the test & submission of results, all complete as per direction of Engineer-
in-charge.

Note:- The inclusion of the above item in the schedule of work shall be judiciously decided by the Nos
technical sanctioning authority, keeping in view the quality control, Type of soil strata and
importance of the project.

Total of the Sub-Head - Pile Work :

19.0 Sub-Head : Aluminium Work

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded
built up standard tubular sections/appropriate Z sections and other sections of approved make
conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including
necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM
rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and
jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing /
paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the
directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :

For fixed portion

Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Kg
Minimum anodic coating of grade AC 15)

Powder coated aluminium (minimum thickness of powder coating 50 micron) Kg

Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) Kg

For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and
making provision for fixing of fittings wherever required including the cost of EPDM rubber /
neoprene gasket required (Fittings shall be paid for separately).
Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Kg
Minimum anodic coating of grade AC 15)

Powder coated aluminium (minimum thickness of powder coating 50 micron) Kg

Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) Kg

Providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded
wood particle board conforming to IS:12823 Grade l Type ll, in panelling fixed in aluminum doors,
windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per
architectural drawings and directions of engineer-in-charge.

Pre-laminated particle board with decorative lamination on one side and balancing lamination on Sqm
other side.
Pre-laminated particle board with decorative lamination on both sides. Sqm
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with
EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions
of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):
With float glass panes of 4.0 mm thickness (weight not less than 10 kg/sqm) Sqm
With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) Sqm
With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) Sqm
Providing and fixing double action hydraulic floor spring of approved brand and manufacture
conforming to IS : 6315, having brand logo embossed on the body / plate with double spring
mechanism and door weight upto 125 kg., for doors, including cost of cutting floors ,embedding in
floors as required and making good the same matching to the existing floor finishing and cover
plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per
the direction of Engineer-in-charge.

With stainless steel cover plate minimum 1.25 mm thickness. No.

With brass cover plate minimum 1.25 mm thickness. No.
Providing and fixing powder coated aluminium work (minimum thickness of powder coating 50 Kg
micron) consisting of tee/ angle sections, of approved make conforming to IS : 733 in frames of
false ceiling including aluminium angle cleats with necessary C.P. brass/stainless steel sunk screws,
aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre
and fixing the frame work to G.I. level adjusting hangers 6 mm dia. with necessary cadmium plated
machine screws all complete as per approved architectural drawings and direction of the Engineer-
in-charge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for
separately).

Providing and fixing 6 mm dia. G.I. level adjusting hangers (upto 1200mm length), fixed to roof slabs No.
by means of ceiling cleats made out of G.I. flat 40x3mm size 60 mm long and stainless steel
expandable dash fastener of 12.5 mm dia and 50 mm long, complete as per direction of Engineer -
in-charge.

Providing and fixing machine moulded aluminium covering of approved pattern & design, made out
of machine cut aluminium sheet and machine holed for receiving dash fastener, over expansion
joints on vertical surfaces/ceiling floors, the fixing on plate in one row on one side of joint only shall
be done with stainless steel dash fasteners of 8mm dia and 75 mm long bolt including providing
aluminium washers 2 mm thick & 15 mm dia , at a staggered pitch of 200mm centre to centre
including drilling holes in the receiving surface and providing expandable plastic sleeves in holes etc.
complete as per direction of Engineer-in-charge.

Anodised aluminium sheet 2.5mm thick (anodised transparent or dyed to required shade according Kg
to IS:1868, Minimum anodic coating of grade AC 15)
Powder coated aluminium sheet 2.5mm thick (minimum thickness of powder coating 50 micron) Kg

Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing
weather silicon sealant over backer rod of approved quality as per architectural drawings and
direction of Engineer-in-charge complete.
Upto 5mm depth and 5 mm width Nos

Extra for applying additional anodic coating AC 25 instead of AC 15 to aluminium extruded sections.
For fixed portion Kg

For shutters of doors, windows & ventilators. Kg

Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators Sqm
and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including
providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and
secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge
complete.

Providing and fixing stainless steel (SS 304 grade) adjustable friction windows stays of approved
quality with necessary stainless steel screws etc. to the side hung windows as per direction of
Engineer-in-charge complete.
205 x 19 mm No.

255 x 19 mm No.
355 x 19 mm No.

510 x 19 mm No.

710 x 19 mm No.

Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long
with SS screws etc .complete as per direction of Engineer-in-Charge.

Anodized (AC 15 ) aluminium tubular handle bar No.

Powder coated minimum thickness 50 micron aluminium tubular handle bar. No.
Polyester powder coated minimum thickness 50 micron aluminium tubular handle bar No.

Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best No.
make of approved quality) for aluminium doors including necessary cutting and making good etc.
complete.

Providing and fixing anodised aluminium (anodised transparent or dyed to required shade Kg
according to IS: 1868. Minimum anodic coating of grade AC 15) sub frame work for windows and
ventilators with extruded built up standard tubular sections of approved make conforming to IS:
733 and IS: 1285, fixed with dash fastener of required dia and size (Dash fastener to be paid for
separately).

Providing and fixing aluminium casement windows fastener of required length for aluminium
windows with necessary screws etc. complete.
Anodized (AC 15) aluminium No.

Powder coated minimum thickness 50 micron aluminium. No.

 Polyester powder coated minimum thickness 50 micron aluminium. No.

Providing and fixing aluminium round shape handle of outer dia 100mm with SS screws etc.
complete as per direction of Engineer-in-charge
Anodized (AC 15 ) aluminium No.

Powder coated minimum thickness 50 micron aluminium No.

Polyester powder coated minimum thickness 50 micron aluminium. No.

Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade Kg
according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern,
with approved standard section and fixed to the existing window frame with C.P brass/ stainless
steel screws @ 200mm centre to centre, including cutting the grill to proper opening size for fixing
and operation of handles and fixing approved anodised aluminium standard section around the
opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill
to be measured for payment).

Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and Sqm
manufacture, including providing and fixing top & bottom pivot & spring type fixing arrangement
and making necessary holes etc. for fixing required door fittings, all complete as per direction of
Engineer-in-charge (Door handle, lock and stopper etc. to be paid separately).

Filling the gap in between aluminium/ stone/ wood frame and adjacent RCC/ Brick/ Stone/ wood/
Ceramic/ Gypsum work by providing weather/structural non sag elastomeric PU sealant over backer
rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete
complying to ASTM C920, DIN 18540-F & ISO 11600.

Upto 5mm depth and 5 mm width Nos

Upto 10 mm depth and 10 mm width Nos
Upto 20 mm depth and 20 mm width Nos

Total of the Sub-Head - Aluminium Work :

20.0 Sub-Head : Water Proofing

Providing and laying integral cement based treatment for water proofing on horizontal surface at all
depth below ground level for under ground structures as directed by Engineer-in-Charge and
consisting of :
i) Ist layer of 22 mm to 25 mm thick approved and specified rough stone slab over a 25 mm thick
base of cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound
conforming to IS:2645 in the recommended proportion over the leveling course (leveling course to
be paid separately). Joints sealed and grouted with cement slurry mixed with water proofing
compound.

ii)2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) mixed with water proofing
compound in recommended proportions.

iii) Finishing top with stone aggregate of 10 mm to 12 mm nominal size spreading @ 8 cudm/sqm
thoroughly embedded in the 2nd layer.

Using rough kota stone. Sqm

Providing and laying integral cement based treatment for water proofing on the vertical surface by
fixing specified stone slab 22 mm to 25 mm thick with cement slurry mixed with water proofing
compound conforming to IS:2645 in recommended proportions with a gap of 20 mm (minimum)
between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed
with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 (1
cement : 3 coarse sand) 20 mm thick with neat cement punning mixed with water proofing
compound in recommended proportion complete at all levels and as directed by Engineer-in-charge
:

Using rough Kota stone Sqm

Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed
portions of W.C., kitchen and the like consisting of:

(i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound
conforming to IS 2645 in recommended proportions including rounding off junction of vertical and
horizontal surface.

(ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing
compound in recommended proportion including rounding off junction of vertical and horizontal
surface.
(iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area.

(iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm Sqm
wide and pasted to each other with bitumen @ 1.7 kg/sqm).
Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/
expansion joints between two RCC members and fixed to the reinforcement with binding wire
before pouring concrete etc. complete :

Serrated with central bulb (225 mm wide, 8-11 mm thick) m

Dumb bell with central bulb (180 mm wide, 8 mm thick) m

Kickers (320 mm wide, 5 mm thick) m

Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by
applying cement slurry mixed with water proofing cement compound consisting of applying :
(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @
0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.
(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound
@ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48
hours.

(The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of Sqm
pipes and masonry with polymer mixed slurry.)

Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed
with water proofing cement compound consisting of applying:
(a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water
proofing cement compound @ 0.253 kg/sqm.
(b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of
fibre cloth should not be less than 10 cm.

(c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water
proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed
to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken
upto 30 cm on parapet wall and tucked into groove in parapet all around.

(d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately.
(For the purpose of measurement the entire treated surface will be measured.) Sqm

Providing and laying integral cement based water proofing treatment including preparation of
surface as required for treatment of roofs, balconies, terraces etc consisting of following
operations:
(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing
compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including
adjoining walls upto 300 mm height including cleaning the surface before treatment.

(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of
cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming
to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix
1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and
approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto
300 mm height including rounding of junctions of walls and slabs.

(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of
cement admixed with water proofing compound conforming to IS : 2645 and approved by
Engineerin- charge.

(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse
sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-
charge including laying glass fibre cloth of approved quality in top layer of plaster and finally
finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm
square 3 mm deep.
(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks
for curing and for final test.“All above operations to be done in order and as directed and specified
by the Engineer-in-Charge :

With average thickness of 120 mm and minimum thickness at khurra as 65 mm. Sqm

Providing and laying four courses water proofing treatment with bitumen felt over roofs consisting
of first and third courses of blown bitumen 85/25 or 90/15 conforming to IS : 702 applied hot @
1.45 Kg per square metre of area for each course, second course of roofing felt type 3 grade-I
(hessian based self finished bitumen felt) and fourth and final course of stone grit 6 mm and down
size or pea sized gravel spread at 6 cubic decimeter per square metre, including preparation of
surface but excluding grading complete with :

Bitumen felt (hessian base) type 3 grade I conforming to IS : 1322 Sqm

Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of Sqm
first, third and fifth course of blown bitumen 85/25 or 90/15 conforming to IS : 702 applied hot @
1.45, 1.20 and 1.45 Kg per square metre of area respectively, second and fourth courses of roofing
felt type 3 grade I conforming to IS : 1322 (Hessian based self finished bitumen felt) , sixth and final
course of stone grit 6 mm and down size or pea sized gravel spread at 6 cubic decimeter per sqm
including preparation of surface but excluding grading, complete.

Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of Sqm
first, third and fifth courses of blown or / and residual bitumen applied hot at 1.45, 1.20 and 1.70 kg
per square metre of area respectively, second and fourth courses of roofing felt type 2 grade I (fibre
base self finished bitumen felt) six and final courses of stone grit 6 mm and down size or pea sized
gravel spread at 6 cubic decimeter per sqm including preparation of surface, excluding grading,
compete.

Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of Sqm
first, third and fifth courses of blown or / and residual bitumen applied hot at 1.45, 1.20 and 1.70 kg
per square metre of area respectively, second and fourth courses of roofing felt type 2 grade II
(glass fibre base self finished bitumen felt) and sixth and final course of stone grit 6 mm and down
size or pea sized gravel spread at 6 cubic decimeter per sqm including preparation of surface but
excluding grading, complete.

Supplying and applying bituminous solution primer on roof and / or wall surface at 0.24 litre per Sqm
sqm.

Deduct for omitting in water proofing treatment final course of spreading stone grit 6 mm down
size or pea sized gravel :

at 6 cudm per sqm Sqm

at 8 cudm per sqm Sqm

Grading roof for water proofing treatment with

Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) Cum

Cement mortar 1:3 (1 cement : 3 coarse sand) Cum

Cement mortar 1:4 (1cement : 4 coarse sand) Cum

Providing and mixing integral crystalline admixture for waterproofing treatment to RCC structures
like basement raft, retaining walls, reservior, sewage & water treatment plant, tunnels / subway
and bridge deck etc.. at the time of transporting of concrete into the drum of the ready-mix truck ,
using integral crystalline admixture @0.80% (minimum) to the weight of cement content per cubic
meter of concrete) or higher as recommended by the manufacturer’s specification in reinforced
cement concrete at site of work.

The material shall meet the requirements as specified in ACI-212-3R- 2010 i.e. by reducing Kg
permeability of concrete by more than 90%, compared with control concrete as per DIN 1048 and
resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable of self-healing of
cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and
the direction of the Engineer-in-charge. The product performance shall carry guarantee for 10 years
against any leakage.

Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient Sqm
acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats
@10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with
water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film
thickness of complete application/system not less than 500 microns). The operation shall be carried
out after scrapping and properly cleaning the surface to remove loose particles with wire brushes,
complete in all respect as per the direction of Engineer-in-Charge.
Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing
treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs,
podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc.,
prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical
surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and
applying the same from negative (internal) side with the help of synthetic fiber brush. The material
shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of
concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16
bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of
cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and
the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years
against any leakage.

For vertical surface two coats @ 0.70 kg per sqm Sqm

For horizontal surface one coat @1.10 kg per sqm. Sqm

Providing & Applying polymer modified, flexible cementatious negative side waterproofing coating Sqm
with elastic waterproofing polymers on interior wall plaster surface in three coats @14.35 kg /10
sqm. one coat of self priming of cementatious waterproofing polymer(dilution with water in the
ratio of 1:1) and two coats of cementatious waterproofing polymer (dilution with water in the ratio
of 3:1 ) after scrapping and properly cleaning the surface to remove pre-existing paint film & loose
particles till plaster is visible, complete in all respect as per the direction of Engineer-in-Charge.

Providing and applying integral crystalline (dry shake) of hydrophilic in nature for waterproofing Sqm
treatment to the RCC structures like basement raft, foundation slab, sewage & water treatment
plant slab, warehouses floor, parking structures and water tank base slab etc. sprinkled @0.60kg
per sqm or higher as recommended by the manufacturer’s specification over the lean concrete of
above cited structures. The material shall meet the requirements as specified in ACI-212-3R-2010
i.e. by reducing permeability of concrete by more than 85%, compared control concrete as per DIN
1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline dryshake shall be
capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all
complete as per specification and the direction of the Engineer-in-charge. The product performance
shall carry guarantee for 10 years against any leakage.

Providing & Applying high quality acrylic modified resin based texture of Dholpur/Red sand stone Sqm
Pattern with anti algae and UV resistance properties to be applied as intermediate finish in desired
pattern @ 43.04 kgs/10 sqm to form film of 1- 1.5 mm thickness after scrapping and properly
cleaning the surface to remove loose particles from the plaster surface, followed by top coating
with Premium Acrylic Smooth exterior paint with Silicone additives of required shade by two or
more coats @ 1.43 litres/10 sqm, complete as the direction of Engineer -in-Charge.

Providing and applying crystalline mortar by mixing in the ratio of 4.5 : 1 (4.5 parts crystalline
mortar : 1 part water) for the treatment of faulty construction joints, cracks, tie rod holes and
spalled & honeycombed surface of RCC underground structures like basement, water tanks, bridge
deck etc. to ensure water tightness. The crystallie mortar shall conform to the EN 1504-3 having
compressive strength Class R4 > 45 MPa and adhesive bond strength Class R3 > 1.5 MPa. The work
shall be carried out all complete as per specification and the direction of the Engineer-In-Charge.
The product performance shall carry guarantee for 10 years against any leakage.

For sealing cracks and faulty construction joints, routed out/making U-shape groove size 25x25mm m
and then primed the area with integral crystalline slurry @0.05kg/ running metre and while the
surface is tacky filled the groove upto surface with crystalline mortar @1.50kg/ running metre.
Once crystalline mortar is touch dry then finally applied two coats of integral crystalline slurry
@0.05kg/running meter per coat.

For patching of tie rod holes, prepared tie rod hole surface and then primed the area with integral holes
crystalline slurry @0.070kg/sqm and while the surface is tacky repair and then filled the tie rod
holes with crystalline mortar@0.040kg per hole. The crystalline mortar should be tightly rodded
into tie rod holes or packed tightly (For 25x25x25 mm tie rod hole, use 0.040kg to fill the hole)
 Providing and applying of swellable type water stop tape, 19mm x 25mm thick in linear meter m
(expansive nature) for construction joints treatment of RCC structure such as raft slab, retaining
walls, water storage tank and at the junctions of raft slab with the retaining walls etc.. After
cleaning the surface, one coat of required primer for swellable water stop tape shall be applied
throughout the length of the joint @3.78 litre per 240 running meter. Over the primed surface
swellable type water stop tape shall be placed. The work shall be carried out all complete as per
specification and the direction of the Engineer-In-Charge. The product performance shall carry
guarantee for 10 years against any leakage.

Total of the Sub-Head - Water Proofing :

21.0 Sub-Head : Rain Water Harvesting and Tube Well

Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in
IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata
chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries
required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth
below ground level.

All types of soil

300 mm dia m

350 mm dia m

400 mm dia m
Rocky strata including Boulders

300 mm dia m

350 mm dia m

400 mm dia m

Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in
IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata
chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries
required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto
150 metre depth below ground level.

All types of soil

300 mm dia m
350 mm dia m

400 mm dia m

Rocky strata including Boulders

300 mm dia m

350 mm dia m

400 mm dia m

Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC
medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and
labour charges, fittings& accessories etc. all complete, for all depths, as per direction of Engineer-in-
charge.

100 mm nominal size dia m

150 mm nominal size dia m

200 mm nominal size dia m

Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC
medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges,
fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.
100 mm nominal size dia m

150 mm nominal size dia m

200 mm nominal size dia m

Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in Cum
the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.

Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, Cum
over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per
direction of Engineer-in-charge.

Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in Cum
required thickness over gravel layer, for all leads& lifts, all complete as per direction of Engineer -in-
charge.
Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ Cum
medium/ coarse, in required grading & sizes as per actual requirement, all complete as per
direction of Engineer- in-charge.
Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength No.
not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9
nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm
c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per
direction of Engineer-in-charge.

Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance
Welded) FE 410 mild steel screwed and socketed/ plain ended casing pipes of required dia,
conforming to IS: 4270, of reputed & approved make, including painted with outside surface with
two coats of anticorrosive paint of approved brand and manufacture, including required hire &
labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-
charge.
100 mm nominal size dia having minimum wall thickness 5.00 mm m

150 mm nominal size dia having minimum wall thickness 5.00 mm m

200 mm nominal size dia having minimum wall thickness 5.40 mm m

Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance
Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed /
plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved
make, having wall thickness not less than 5.40 mm, including painted with outside surface with two
coats of anticorrosive bitumastic paint of approved brand and manufacture, including hire & labour
charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge.

100 mm nominal size dia m

150 mm nominal size dia m

200 mm nominal size dia m
 Development of tube well in accordance with IS : 2800 (part I) and IS:11189, to establish maximum hour
rate of usable water yield without sand content (beyond permissible limit), with required capacity
air compressor, running the compressor for required time till well is fully developed, measuring
yield of well by “V” notch method or any other approved method, measuring static level & draw
down etc. by step draw down method, collecting water samples & getting tested in approved
laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air
compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.

Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore
well housing/ casing pipe, removable as per requirement, all complete for bore well of:

100 mm dia No.

150 mm dia No.

200 mm dia No.

Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per
IS: 2800 (part I), including necessary bolts & nuts of required size complete.

100 mm clamp No.

150 mm clamp No.

200 mm clamp No.

Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of
tubewell as per IS:2800 (part I).
100 mm dia No.
150 mm dia No.
200 mm dia No.
Total of the Sub-Head - Rain Water Harvesting And Tube Well :
22.0 Sub-Head : Conservation of Heritage Buildings
Raking out joints of stone masonry surface to the required width and depth, with due care and Sqm
precaution, by mechanical / manual means, including preparing and cleaning the surface for re-
pointing/ refilling of joints, including disposal of rubbish to the dumping ground within 50 metre
lead.

Providing and fixing double scaffolding system (cup lock type) on the exterior side of
building/structure, upto 25 metre height, above ground level, including additional rows of
scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed
1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes,
M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and
maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or
applying chemical and removing it thereafter.

The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc,
wherever required, if feasible, for inspection of work at required locations with essential safety
features for the workmen etc., complete as per directions and approval of Engineer-in-charge.
Note :- (1) The elevational area of the scaffolding shall be measured for payment purpose.
(2) The payment will be made once only for execution of all items for such works. Sqm
Cleaning the sand stone surface and removing dirt, dust, bird dropping, grease, oil, algae, fungus, Sqm
monkey beats, vegetable growth etc., including providing, applying and washing the surface with
liquid Ammonia Chemical of 5% solution and other chemical cleaning agent as approved by
Archaeological Survey of India/ Engineer-in-charge, of approved brand and manufacturer, with the
help of required scrubbers and also cleaning with machine operated water jet mixed with desired
quantity of fine silica where ever required, without causing any scratching/ damage to the stone
surface and finally washing the surface with clean water with the help of pressure jet machine,
complete in all respect, including taking all precautions to safeguard ventilators, windows, doors
etc. by suitable covering so as to avoid any damage to the building/structure, all as per direction of
Engineerin- charge (The rate is inclusive of all materials & labours involved except scaffolding).

Providing and applying antifungal wash treatment using 3% solution of sodium Sqm
pentachlorophenate, of reputed brand and manufacturer, on cleaned sand stone surface at desired
locations as per direction of Engineer-in-charge (The rate is inclusive of all materials & labours
involved except scaffolding).

Ruled / Flush pointing on Red sand stone masonry surface with lime, surkhi and marble dust mortar Sqm
in the ratio of 1:1.5:1/2 {One lime: 1.5 surkhi (50% red and 50% light yellow surkhi ) : 1/2 marble
dust}. (The rate is inclusive of all materials & labours involved except scaffolding).
Ruled/ Flush pointing on White sand stone masonry surface with lime, surkhi and marble dust Sqm
mortar in the ratio of 1:1.5:1/2 {One lime : 1.5 surkhi (15% dark red and 85% light yellow surkhi) :
1/2 marble dust}. (The rate is inclusive of all materials & labours involved except scaffolding).
Applying two or more coat of Ethyl Silicate chemical as approved by Archaeological Survey of India/ Sqm
Engineer-in-charge, of approved brand and manufacturer, with brush or spray on the existing stone
masonry surface till there is no further absorption of chemical by stone surface, including protecting
the applied surface from direct sunlight by suitable means during application, all complete as per
direction of the Engineer-in-Charge (The rate is inclusive of all materials & labours involved except
scaffolding).
 Applying breathable, non-reactive, antifungal, and water repellant Silane/ Siloxane chemical as Sqm
approved by Archaeological Survey of India/ Engineer-in-charge, of approved brand and
manufacture, diluted with solvent mineral Turpentine oil in the ratio of 1:12 (One part of approved
chemical :12 Part of Turpentine oil), on the existing sand stone masonry surface with two or more
coats to give uniform application of chemical on the surface, all complete as per direction of
Engineer-In-charge (The rate is inclusive of all materials & labours involved except scaffolding).

Total of the Sub-Head - Conservation Of Heritage Buildings :

23.0 Sub-Head : Structural Glazing and Aluminium Co
Providing and supplying aluminium extruded tubular and other aluminium sections as per the Kg
architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or
T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA
2604 of required colour and shade as approved by the Engineer-in-Charge. (The item includes cost
of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium
frame work. Nothing extra shall be paid on this account).

Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system
of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all
heights and all levels including:
a) Structural analysis & design and preparation of shop drawings for the specified design loads
conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind
pressure without any failure), including functional design of the aluminum sections for fixing glazing
panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws,
toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop
(barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure
equalisation & drainage and protection against fire hazard including:

b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets
of required sizes, sections and profiles etc. to accommodate 3 Dimensional movement for achieving
perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel
framework of building structure using stainless steel anchor fasteners/ bolts, nylon separator to
prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required
capacity and in required numbers.

c) Providing and filling, two part pump filled, structural silicone sealant and one part weather
silicone sealant compatible with the structural silicone sealant of required bite size in a clean and
controlled factory / work shop environment , including double sided spacer tape, setting blocks and
backer rod, all of approved grade, brand and manufacture, as per the approved sealant design,
within and all around the perimeter for holding glass.

d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes
and profiles, as required as per the site conditions, to seal the gap between the building structure
and all its interfaces with curtain glazing to make it watertight.
e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make
it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles
at bottom (if required), making necessary holes of required sizes and of required numbers etc.
complete. This item includes cost of all inputs of designing, labour for fabricating and installation of
aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including
wastages etc., enabling temporary structures and services, cranes or cradles etc. as described
above and as specified. The item includes the cost of getting all the structural and functional design
including shop drawings checked by a structural designer, dully approved by Engineer-in-charge.
The item also includes the cost of all mock ups at site, cost of all samples of the individual
components for testing in an approved laboratory, field tests on the assembled working structural
glazing as specified, cleaning and protection till the handing over of the building for occupation.

In the end, the Contractor shall provide a water tight structural glazing having all the performance
characteristics etc. all complete as required, as per the Architectural drawings, as per item
description, as specified, as per the approved shop drawings and as directed by the Engineer-in-
Charge.

Note:- 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium
section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire
mesh shall be paid for separately under relevant items under this sub- head. However, for the
purpose of payment, only the actual area of structural glazing (including width of grooves ) on the
external face shall be measured in sqm. up to two decimal places.

Note:- 2. The following performance test are to be conducted on structural glazing system if area of
structural glazing exceeds 2500 Sqm from the certified laboratories accreditated by NABL (National
Accreditation Board for Testing and Calibration Laboratories), Department of Science &
Technologies, India. Cost of testing is payable separately. The NIT approving authority will decide
the necessity of testing on the basis of cost of the work, cost of the test and importance of the
work. Performance Testing of Structural glazing system Tests to be conducted in the NBL Certified
laboratories

(1) Performance Laboratory Test for Air Leakage Test (-50pa to - 300pa) & (+50pa to +300pa) as per
ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr
(2) Static Water Penetration Test. (50pa to 1500pa) as per ASTME- 331-09 testing method for a
range up to 2000 ml.
(3) Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01- 05 testing method for a
range upto 2000 ml
(4) Structural Performance Deflection and deformation by static air pressure test (1.5 times design
wind pressure without any failure) as per ASTME-330-10 testing method for a range upto 50 mm

(5) Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative
test. Tests to be conducted on site.
(6) Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000 ml Sqm
Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-
12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and
specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and
shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat
strengthened clear float glass 6mm thick, spacer tube 12mm wide, desiccants, including primary
seal and secondary seal (structural silicone sealant) etc., all complete for the required
performances, as per the Architectural drawings, as per the approved shop drawings, as specified
and as directed by the Engineer-in-Charge.

The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of
IGU Panels in the curtain glazing is included in cost of item No.25.2) For payment, only the actual
area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone
sealant) provided and fixed in position, shall be measured in sqm.

(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Sqm
Air gap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light
transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to
20%, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of
performance glass shall be decided by the technical sanctioning authority as per the site
requirement.

Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at Sqm
site all accessories and hardwares for the openable panels as specified and of the approved make
such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless
steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts,
washers etc., all complete as per the Architectural drawings, as per the approved shop drawings, as
specified and as directed by the Engineer-in- Charge.

Providing, fabricating and supplying shadow box of required size and shape, for fixing in the
spandrel portion of the structural glazing, in linear as well as curvilinear portions of the building by
providing semi -rigid, inorganic, non-combustible fibre glass wool insulation 50 mm thick,
conforming to IS: 8183 and BS: 3958 Part 5.

The insulation layer shall have facing (factory bonded on surface # 1of the fibre glass insulation Sqm
layer), of black non-woven fibre glass tissue of nominal thickness 0.5 mm and nominal mass not less
than 60 gm / sqm, made of randomly oriented glass fibres distributed in a binder by a wet-lay
process including fixing 1.5 mm thick solid aluminum sheet backing using, 6 mm thick cement board
including SS rivets, nuts, bolts, washers etc complete.

Providing and supplying Spandrel Glass Panels comprising of 6 mm thick heat strengthened
monolithic float glass of approved colour and shade with reflective soft coating on surface # 2 of
approved colour and shade so as to match the colour and shade of the IGUs in the vision panels etc.
,all complete for the required performances as specified, as per the Architectural drawings, as per
the approved shop drawings, as specified, and as directed by the Engineer- in- Charge.
For payment, only the actual area of glass on face # 1 of the glass panels (but excluding the area of
grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm.

(Payment for fixing of Spandrel Glass Panels in the curtain glazing is included in cost of relevant
Item*).
(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, having Sqm
properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light
reflection external 10 to 20%, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 K etc.
The properties of performance glass shall be decided by the technical sanctioning authority as per
the site requirement.

Design supply & installation of suspended Spider Glazing system designed to withstand the wind
pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade
Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held
together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm
thick. The Glass fins and glass panel assembly shall be connected to Slab/beams by means of SS-
316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of
50x25x2mm using fastener & anchor bolts, non staining weather sealants of approved make,
Teflon/ nylon bushes and separators to prevent bi-metallic contacts, all complete to perform as per
specification and approved drawings.

The complete system to be designed to accommodate thermal expansion & seismic movements
etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the
assembly to be filled with non staining weather sealant, so as to make the entire system fully water
proof & dust proof.

The rate shall include all design, Engineering and shop drawing including approval from structural Sqm
designer, labour, T&P, scaffolding , other incidental charges including wastage, enabling temporary
services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated
glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including
thickness of joints and the portion of Glass panel inside the SS channel shall be measured.

Total of the Sub-Head - Structural Glazing And Aluminium Co :

24.0 Sub-Head : NEW TECHNOLOGIES AND MATERIALS

Providing & fixing in position Phenol bonded Bamboowood flooring with planks of sizes 14mm thick,
1800mm length (minimum) and 130 mm wide(minimum), in approved colour, texture and finish,
having Performance Appraisal Certificate (PAC) issued by Building Materials & Technology
Promotion Council (BMTPC).

The flooring shall be fixed with tongue and groove interlocking system, with underlayment of 4mm Sqm
thick expanded polyethylene foam sheets having density 40kg/cum, over prepared surface with
necessary quarter round planks of size 1900mm x 18mm and door reducer of size 1900mm x 44mm,
wherever required. The bamboowood planks shall have minimum density of 1000 Kg/cum &
minimum Hardness 1000 Kgf. with Eco friendly UV coating, all complete as per direction of the
Engineer in-charge.

Providing & fixing in position Phenol bonded Bamboowood in wall skirting with planks of sizes Sqm
14mm thick, 1900mm length (minimum) and 85mm wide(minimum), in approved colour, texture
and finish, having Performance Appraisal Certificate (PAC) issued by Building Materials &
Technology Promotion Council (BMTPC). The skirting shall be fixed with SS screws & rawl plugs,
over underlayment of 4mm thick, expanded polyethylene foam sheets having 40kg/cum density
over prepared surface. The bamboowood planks shall have minimum density of 1000Kg/cum &
minimum Hardness 1000 Kgf. with Eco friendly UV coating, all complete as per direction of the
Engineer in-charge.

Providing & fixing in position Phenol bonded Bamboowood panelled or panelled and glazed shutters Sqm
for doors windows, clerestorey windows with pre-molded 30mm thick planks, in approved colours,
texture & finish. It shall have 10mm wide, 25mm deep groove to fit in panels. The bamboo wood
shall have minimum density of 1000 Kg/ cum, minimum Hardness 1000 Kgf. All styles and rails shall
have profiled interlocking system locked in place by bamboo pins, all complete as per direction of
Engineer in charge. (The panelling will be paid for separately).

Providing & fixing in position Phenol bonded Bamboowood panelling of 10mm thick, in 25 to 40 mm Sqm
thick panelled or panelled & glazed shutters for doors, windows, clerestorey windows, in approved
colour, texture & finish. The bamboowood planks shall have minimum density of 1000 Kg/cum &
minimum Hardness 1000 Kgf. The panels shall have profiled interlocking system locked in place with
bamboo pins all complete as per direction of the Engineer in-charge. (area of opening for panel
inserts excluding portion inside grooves or rebates to be measured)
Providing & fixing in position 65 mm thick factory made door frame of Phenol bonded Bamboo Cu. D
wood (superior class, interior use), in approved colour, texture and finish. The bamboo wood shall
have minimum density of 1000 Kg/cum, minimum hardness 1000 Kgf. The door frame shall have
tenon & mortise interlocking system, to be fixed to the wall with 100 mm size G.I screws all a
complete as per direction of Engineer-in charge.

Providing, erecting, laying and fixing in position in 3.5 to 4 mm thick bamboo mat corrugated sheet Sqm
(BMCS) as per IS: 15476-2004 in roofing with self drilling screws along with EPDM washers complete
or with galvanized iron J or L hooks 8mm dia G.I. plain and bitumen washers etc, all complete as per
direction of Engineer-in-Charge.

Providing and fixing in position ridges of 3.5 to 4 mm thick bamboo mat ridge cap (BMRC) as per IS: m
15476-2004 in roofing with self drilling screws along with EPDM washers complete or with
galvanized iron J or L hooks 8mm dia G.I. plain and bitumen washers etc, all complete as per
direction of Engineer-in- Charge.

Providing and fixing at all height false ceiling of 4mm thick phenol bonded Bamboo Mat board Sqm
(595x595mm) conforming to IS:13958-1994 including providing and fixing of frame work made of GI
angle 25x25x0.4 mm thick all around suitably fixed to wall with the help of dash fastener and
hanger frame (600x600 c/c) made GI slotted Tee having powder coating on bottom side (30x25x0.3
mm thick for main member & 25x25x0.3 mm for cross member) connected to ceiling with 2.64mm
GI wire and anchor fastener at every junction and also including cost of making openings for light
fittings, grills, diffusers, cut outs made with frame of perimeter channels suitably fixed all complete
as per direction of Engineer-in-charge.

Providing and fixing at Bamboo Mat board conforming to IS:13958-1994 for partition to frame by
bucking or studding with screws etc. complete (Frames, backing or studding to be paid separately)

3 mm thickness Sqm

4 mm thickness Sqm

6 mm thickness Sqm

9 mm thickness Sqm

12 mm thickness Sqm

Providing and fixing at all height wall panelling with phenol bonded Bamboo Mat board conforming
to IS:13958-1994 including providing and fixing to frame work made of 50mm x 50mm hardwood
plugs including cutting brick work and fixing in cement mortar and making good the wall etc. and
also providing and fixing wooden moulded corner beading of triangular shape to the junction of
panelling etc. with iron screws all complete as per direction of Engineer-in-Charge.
9 mm thickness Sqm

12 mm thickness Sqm

Providing and fixing 50 mm thick extruded polystyrene rigid insulation board of required size Sqm
between cavity wall, complying with ISO 4898:2008 & ASTM C 578-08b - type VI, having thermal
conductivity of 0.0289 W/m K as per ASTM C 578 (measured as per IS 3346), compressive strength
of > 350 kPa listed as per ASTM D 1621, density of 34-36 kg/m³ as per ASTM D 1622, water
absorptions < 1% by volume as per ASTM D 2842, oxygen index of 24.1 to 28.1 listed as per ASTM D
2863, cell size 0.4 mm of dia (max) as per ASTM D 3576. Fire retardent property as per DIN 4102,
Part 1 of class B2 and as per ASTM E84 class A, fixed with suitable water based adhesive and
fastener, complete in all respect as per the direction of Engineer- in-Charge.

Providing and fixing 50 mm thick extruded polystyrene rigid insulation board of required size Sqm
underdeck on ceiling surface, complying with ISO 4898:2008 & ASTM C 578-08b - type VI, having
thermal conductivity of 0.0289 W/m K as per ASTM C 578 (measured as per IS 3346), compressive
strength of > 350 kPa listed as per ASTM D 1621, density of 34-36 kg/cum as per ASTM D 1622,
water absorptions < 1% by volume as per ASTM D 2842, oxygen index of 24.1 to 28.1 listed as per
ASTM D 2863, cell size 0.4 mm of dia (max) as per ASTM D 3576. Fire retardent property as per DIN
4102, Part 1 of class B2 and as per ASTM E84 class A, fixed with suitable water based adhesive and
fastener, complete in all respect as per the direction of Engineer-in-Charge.

Providing and fixing factory made solid Foam uPVC profile for kitchen cabinet frame (45 x 20 mm) of m
approved shade, quality and make. The profile shall be laminated on both sides, made from rigid
foam sheets (Single extruded) having density 600 Kg/cum and the exposed edges sealed with PVC
edge beading of same shade and colour. The frame shall be fire retardent with necessary screw
holding capacity. Frame shall be fixed to wall using Expendable Fastner with necesary stainless steel
screws, all complete as per direction of Engineer-in-charge.

Providing and fixing factory made Kitchen Cabinet Shutter/Partition 20 mm nominal thickness of Sqm
approved shade, quality and make, made from rigid foam sheets (Single extruded) having density
600 Kg/cum and laminated on both side by laminate Sheet/PVC foil lamination. The exposed edges
shall be sealed with PVC edge beading of same shade and colour. The shutter shall be fire retardent
having necessary screw holding capacity. Shutter shall be fixed to frame using approved hinges with
necessary stainless steel screws, all complete as per direction of Engineer-in-charge.

Providing and fixing concealed hinge of approved quality for 19-20mm thick door with stainless No.
steel screws complete :
Supplying & laying of bi-axial extruded high modulus polypropylene geogrid coforming to MORTH Sqm
SPECIFICATION for base/sub-base reinforcement having minimum tensile strength 15kN/m in the
longitudinal and transverse direction, with 5kN/m and 7kN/m tensile strength at 2% and 5% strain
respectively in the longitudinal and transverse direction, junction efficiency not less than 95% and
with 38mm X 38mm mesh opening.
Supplying & laying of bi-axial extruded high modulus polypropylene geogrid coforming to MORTH Sqm
SPECIFICATION for base/sub-base reinforcement having minimum tensile strength 20kN/m in the
longitudinal and transverse direction, with 7kN/m and 14kN/m tensile strength at 2% and 5% strain
respectively in the longitudinal and transverse direction, junction efficiency not less than 95% and
with 38mm X 38mm mesh opening.

Supplying & laying of bi-axial extruded high modulus polypropylene geogrid coforming to MORTH Sqm
SPECIFICATION for base/sub-base reinforcement having minimum tensile strength 30kN/m in the
longitudinal and transverse direction, with 10.5kN/m and 21kN/m tensile strength at 2% and 5%
strain respectively in the longitudinal and transverse direction, junction efficiency not less than 95%
and with 38mm X 38mm mesh opening.

Supplying & laying of bi-axial extruded high modulus polypropylene geogrid coforming to MORTH Sqm
SPECIFICATION for base/sub-base reinforcement having minimum tensile strength 40kN/m in the
longitudinal and transverse direction, with 14kN/m and 28kN/m tensile strength at 2% and 5%
strain respectively in the longitudinal and transverse direction, junction efficiency not less than 95%
and with 38mm X 38mm mesh opening.

Supplying & laying of drainage composite for use behind walls, between two different fills,
alongside drains of road, below concrete lining of canals etc. Geocomposite for planar drainage,
realized by thermobonding a draining core in extruded monofilaments with two filtering nonwoven
geotextiles that may also be working as separation or protecting layers. The draining three
dimensional core will have a “W” configuration as longitudinal parallel channels.

Minimum thickness to be 7.2mm, with two filtering UV stabilized polypropylene nonwoven Sqm
geotextile of minimum thickness of 0.75mm characteristic opening size (090) of 110 micron and
tensile strength of 8.0 KN/m that will be working as separation or protecting layer, geocomposite
having in plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 & 20 kPa pressure and
tensile strength of 18 kN/m , with mass per unit area of 740 gsm, supplied in the form of roll for
easy transportation to site of work as per detailed specification all complete as per directions of
Engineer in charge.

Supplying & laying of drainage composite for use behind walls, between two different fills, Sqm
alongside drains of road, below concrete lining of canals etc. having thermobonding a draining core
- HDPE geonet comprises of two sets of parallel overlayed ribs integrally connected to have a
rhomboidal shape with a polyethylene film and a nonwoven geotextile having mass per unit area
130 gsm and tensile strength of 8.0 kN/m that will be working as separation or protecting layer,
geocomposite having in plane flow capacity of 0.7 L / (m.s) at hydraulic gradient of 1.0 & 20 kPa
pressure and tensile strength of 13.5 kN/m , with mass per unit area of 830 gsm, at easily accessible
location including top and bottom, with all leads and lifts, manpower and machinery, materials,
labour etc. complete and as directed by Engineer - In - Charge.

Supplying and laying high strength flexible geogrids (HSFG) as soil reinforcement / basal
reinforcement as per MORTH 3100 and IRC 113, made of high tenacity polyester core with
polyethylene coating with Minimum Long Term Design Strength (LTDS) of more than 50% of
ultimate tensile strength at 30 degree Celcius corresponding to 12 % strain .
Ultimate tensile strength- 100 kN/m Sqm

Ultimate tensile strength- 150 kN/m Sqm

Ultimate tensile strength- 200 kN/m Sqm
Ultimate tensile strength- 250 kN/m Sqm

Ultimate tensile strength- 300 kN/m Sqm

Ultimate tensile strength- 350 kN/m Sqm

Ultimate tensile strength- 400 kN/m Sqm
Ultimate tensile strength- 500 kN/m Sqm

Ultimate tensile strength- 600 kN/m Sqm

Ultimate tensile strength- 700 kN/m Sqm
Ultimate tensile strength- 800 kN/m Sqm

Ultimate tensile strength- 900 kN/m Sqm

Ultimate tensile strength- 1000 kN/m Sqm

Ultimate tensile strength- 1100 kN/m Sqm

Ultimate tensile strength- 1200 kN/m Sqm

Providing at all heights, levels and locations Aluminium profile industrial troughed sheet of Alloy
31500/ 31000/ 40800, conforming to IS 1254, IS 737, IS 2676. The sheet shall be fixed using self
drilling/ self tapping SS screws of size 5.5x65 mm with EPDM seal complete upto required pitch in
horizontal, vertical or curved surfaces i/c cutting to size and shape where required as per
specifications, detail drawings and direction of Engineer -in- Charge. The rate shall be inclusive of all
screws, seal, ridge, labour, scaffolding, machinery for fixing and approved sealent where required
etc. but excluding the cost of purlins, rafters and trusses.

0.71 mm thick, the profile detail width 1044/920 mm, cover width 1000/875 mm. Sqm
0.91 mm thick, the profile detail width 1044/920 mm, cover width 1000/875 mm. Sqm

Providing and fixing false ceiling at all heights with integral densified calcium silicate reinforced with
fibre and natural filler false ceiling tiles of Size 595x595mm of approved texture, design and
patterns having NRC (Noise Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light
reflectance of 85% (minimum).

Non combustible as per BS:476 (part-4), fire performance as per BS:476 (part 6 &7), humidity
resistance of 100%, thermal conductivity < 0.043 W/m K as per ASTM 518:1991, in true horizontal
level suspended on interlocking metal T-Grid of hot dipped galvanised iron section of 0.33mm thick
(galvanized @ 120 grams per sqm including both sides) comprising of main-T runners of size 24x38
mm of length 3000 mm, cross - T of size 24x32 mm of length 1200 mm and secondary intermediate
cross-T of size 24x32 mm of length 600mm to form grid module of size 600 x 600 mm, suspended
from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 50 mm long, 8
mm outer diameter M-6 dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length
and L-shape level adjuster of size 85x25x25x2 mm.

Galvanised iron perimeter wall angle of size 24x24x0.40 mm of length 3000 mm to be fixed on
periphery wall / partition with the help of plastic rawl plugs at 450 mm center to center and 40 mm
long dry wall S.S screws. The work shall be carried out as per specifications, drawing and as per
directions of the Engineer-in-Charge.

With 15 mm thick tegular edged light weight calcium silicate false ceiling tiles. Sqm
With 15 mm thick tegular/butt edged without perforation plain/designer light weight calcium Sqm
silicate Anti-Microbial Bio-Safe coated false ceiling tiles Confirming to JIS-Z2801 and ASTM G-21

Providing and fixing false ceiling at all heights with integral densified calcium silicate reinforced with
fibre and natural filler false ceiling tiles of Size 595x595 mm of approved texture, design and
patterns having NRC (Noise Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light
reflectance of 85% (minimum).

Non combustible as per BS:476 (part-4), fire performance as per BS:476 (part 6 &7), humidity
resistance of 100%, thermal conductivity < 0.043 W/m K as per ASTM 518:1991, in true horizontal
level suspended on interlocking metal powder coated T-Grid of hot dipped galvanised iron section
of 0.40 mm thick on Silhouette profile,rotary stiched double webbed white with 6mm reveal profile
(white/black), comprising of main-T runners of size 15x42mm of length 3000 mm, cross - T of size
15x42 mm of length 1200 mm and secondary intermediate cross- T of size 15x42 mm of length
600mm to form grid module of size 600 x 600 mm, suspended from ceiling using galvanised mild
steel items (galvanizing @ 80 grams per sqm) i.e. 50 mm long, 8 mm outer diameter M-6 dash
fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of
size 85x25x2 mm.

Galvanised iron perimeter wall angle of size 22x19x0.40 mm of length 3000 mm to be fixed on
periphery wall / partition with the help of plastic rawl plugs at 450 mm center to center and 40mm
long dry wall S.S screws. The work shall be carried out as per specifications, drawing and as per
directions of the Engineer-in-Charge.

With 15 mm thick integral densified micro edge light weight calcium silicate false ceiling tiles Sqm
Providing and fixing in position wall panelling at all heights with integral densified calcium silicate
panels/tiles of size 595 x 595mm, having NRC (Noise Reduction coefficient) of 0.50 (minimum) as
per IS 8225:1987, Light reflectance of 85% (minimum). Non combustible as per BS:476 (part-4), fire
performance as per BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity <0.043
W/m K as per ASTM 518:1991, comprising of a frame made from especially fabricated galvanised
mild steel sheet 0.50 mm thick pressed section (galvanizing @120 grams per sqm including both
sides) i.e.vertical studs of size 48 x 34 x 36 mm are placed at 600mm center to center in a floor and
ceiling channel section of size 50 x 32m fixed to the floor and soffit at 600mm centers using 12mm
dia, 50mm long wedge type expanded zinc alloy dash fastner with 10mm bolt.

This same channel is then to be fixed in horiziontal direction at 600mm center to center so as to
form a grid of 600mm x 600mm. Glasswool of 50mm thickness is then to be inserted in the slots
and finally calcium silicate non combustible panels/ tiles are to be screw fixed with self tapping pan
head nickel coated mild steel screws of size 13 x 3.2mm on to this grid leaving an even groove of 1
mm between the panels. The joints between the panels are to be duly jointed and finished using
recommended jointing calcium silicate based compound and fiber joint tape roll 50mm wide (90
metre) roll and two coats of primer suitable for panelling as per manufacturer’s specification as per
direction of Engineer-in-Charge all complete.

With 15 mm thick fully perforated square/butt edge light weight calcium silicate panels/ tiles Sqm

Providing and fixing 15 mm thick false ceiling tiles at all heights with integral densified calcium Sqm
silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm of approved
texture, design and patterns having NRC (Noise Reduction coefficient) of 0.50 (minimum) as per IS
8225:1987, Light reflectance of 85% (minimum). Non combustible as per BS:476 (part-4), fire
performance as per BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity < 0.043
W/m K as per ASTM 518:1991,in true horizontal level on the existing frame work consisting of T-
sections and L - sections suitably fixed according to tile size as per direction of Engineer-in-charge.

Providing & fixing false ceiling at all heights with GRG (Glass Fibre Reinforced Gypsum) false ceiling
tiles of Size 595x595 mm of approved texture, design and patterns having moisture content less
than 2%, humidity resistance of 99%, NRC0.50 to 0.75 as per IS 8225:1987, Non combustible as per
BS 476 (part 4)-1970 and light reflectance of 85% (minimum) to be laid in true horizontal level
suspended on inter-locking metal T-Grid of hot dipped galvanised iron section of 0.33mm thick
(galvanized @ 120 grams per sqm including both sides) comprising of main-T runners of size 15x32
mm of length 3000 mm, cross - T of size 15x32 mm of length 1200 mm and secondary intermediate
cross-T of size 15x32 mm of length 600mm to form grid module of size 600 x 600 mm, suspended
from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 50 mm long,

8 mm outer diameter M-6 dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm
length and L-shape level adjuster of size 85x25x2 mm. Galvanised iron perimeter wall angle of size
24x24x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic
rawl plugs at 450 mm center to center and 40 mm long dry wall wood screws. The work shall be
carried out as per specifications, drawing and as per directions of the Engineer-in-Charge.

With semi perforated 12 mm thick micro tegular edged GRG false ceiling tiles. Sqm
With fully perforated 12 mm thick micro tegular edged or 10 mm thick square edged GRG false Sqm
ceiling tiles.
Providing and fixing mineral fibre false ceiling tiles at all heights of size 595X595mm of approved
texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light
Reflectance > 85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Fire Performance as per (BS 476
pt - 6 &7)in true horizontal level suspended on interlocking T-Grid of hot dipped all round
galvanized iron section of 0.33 mm thick (galvanized @120 gsm) comprising of main T runners of
15x32 mm of length 3000 mm, cross T of size 15x32mm of length 1200 mm and secondary
intermediate cross T of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm
suspended from ceiling using galvanized mild steel item (galvanised @ 80 gsm) 50 mm long 8mm
outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm
length and L-shape level adjuster of size 85x25x2 mm,

spaced at 1200 mm centre to centre along main ‘T’. The system should rest on periphery walls
/partitions with the help of GI perimeter wall angle of size 24x24X3000 mm made of 0.40 mm thick
sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm
long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support
system shall be pre-painted with polyester baked paint, for all heights. The work shall be carried out
as per specifications, drawings and as per directions of the engineer-incharge.

With 16 mm thick beveled tegular mineral fibre false ceiling tile (NRC 0.55 to 0.6) Sqm
With 20 mm thick beveled tegular mineral fibre false ceiling tile (NRC 0.7) Sqm
With 16 mm thick beveled tegular mineral fibre Antimicrobial false ceiling tile confirming to ISO 5 Sqm
(class 100) specifications
Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel
and/ or by standard power driven percussion type or of approved make including tapering of all
edges, making square shoulders of cavities including cleaning the exposed concrete surface and
reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per
direction of Engineer-In-Charge

75 mm average thickness Sqm

50 mm average thickness Sqm
25 mm average thickness Sqm
Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel
surface by using alkaline chemical rust remover of approved make with paint brush and removing
loose particles after 24 hours of its application with wire brush and thoroughly washing with water
and allowing it to dry, all complete as per direction of Engineer-In-Charge.

Bars upto 12 mm diameter m

Bars above 12 mm diameter m
Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a
minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel
bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor
grout of approved make but excluding the cost of reinforcement, all complete as per direction of
Engineer-In-Charge.

Upto and including 12mm dia. No.

Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per
specifications and direction of Engineer-In-charge complete in all respect.
SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm Sqm
of surface area mixed with specified proportion of approved polymer
Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make. Sqm
Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in
proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement
used) as per specifications and directions of Engineer-in-charge.
Note: Measurement and payment: The pre-measurement of thickness shall be done just after the
surface preparation is completed and Payment under this item shall be made only after proper wet
curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a
blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be
not less than 30 N/Sqmm2).

12 mm average thickness. Sqm

25 mm average thickness in 2 layers. Sqm
50 mm average thickness in 3 layers. Sqm
Providing, mixing and applying SBR polymer (of approved make @ minimum 2% by wt. of cement
used) modified plain/reinforced cement concrete for structural members having minimum
characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone
aggregate of 10mm maximum size in proportion as per design criteria] with specified average
thickness. Note: Rates shall be for finished surface area of concrete and shall include the cost of
labour, concrete and appropriate approved Super- Plasticiser for rendering concrete as flowable
and SBR polymer but shall exclude cost of reinforcement, bond coat, Shear Keys, centering and
shuttering, strutting, propping etc.

(Payment under this item shall be made only after proper wet curing has been done and surface has
been satisfactorily evaluated by sounding/ tapping with a blunt metal instrument)
50mm thick in Grade M 25 with cement content not less than 330 kg per cum Sqm
75mm thick in Grade M 25 with cement content not less than 330 kg per cum Sqm
Providing and laying SBR Polymer modified (of approved make @ minimum 2% by wt. of cement
used) plain/ reinforced concrete jacket for the structural members e.g. columns, pillars, piers,
beams etc with concrete having the specified minimum characteristic compressive strength [with
ordinary portland cement, coarse sand and graded stone aggregate of 10mm maximum size in
proportion as per design criteria] with specified average thickness all-round existing core of RCC
member. Note: Rates shall be for finished surface area of concrete and shall include the cost of
making holes in existing RCC slab, if required, for pouring concrete in shuttering mould of jacket and
appropriate approved Super-Plasticiser for rendering concrete as flowable self compacting and SBR
polymer but shall exclude cost of reinforcement, bond coat, Shear Keys, centering and shuttering,
strutting, propping etc.

(Payment under this item shall be made only after proper wet curing has been done and surface has
been satisfactorily evaluated by sounding/tapping with a blunt metal instrument)
50mm thick in Grade M 25 with cement content not less than 330 kg per cum Sqm
75mm thick in Grade M 25 with cement content not less than 330 kg per cum Sqm
100mm thick in Grade M 25 with cement content not less than 330 kg per cum Sqm
Providing and injecting approved grout in proportion recommended by the manufacturer into
cracks/honey-comb area of concrete/ masonry by suitable gun/pump at required pressure including
cutting of nipples after curing etc. complete as per directions of Engineer-in- Charge. (The payment
shall be made on the basis of actual weight of approved grout injected.)

Stirrer mixed Acrylic Polymer of approved make @ 2% of weight of cement used) modified Cement Kg
slurry made with non shrink compound in concrete/RCC work
Stirrer mixed SBR Polymer (of approved make) modified Cement slurry made with Shrinkage Kg
Compensating Cement in concrete/RCC work.
Epoxy injection grout in concrete/RCC work of approved make Kg
Providing, erecting, maintaining and removing temporary protective screens made out of specified
fabric with all necessary fixing arrangement to ensure that it remains in position for the work
duration as required by the Engineer-in-charge.
Wooven PVC cloth Sqm
Cleaning of exposed concrete surface of sticking material including loose and foreign material by Sqm
sand blasting with coarse sand followed by and including cleaning with oil free air blast as per
direction of Engineer in charge.
Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete
having the specified minimum characteristic compressive strength [with ordinary portland cement,
coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design
criteria] including the cost of centering and shuttering at edges and corners etc. as directed by
Engineerin- Charge Note: Rates shall include the providing necessary ground wires etc. The levelling
gauges, if used, shall be paid for separately. Payment under this item shall be made only after
proper wet curing has been done and surface has been satisfactorily evaluated by sounding/
tapping with a blunt metal instrument.

25mm thick in Grade M 25 with cement content not less than 330 kg per cum Sqm
50mm thick in Grade M 25 with cement content not less than 330 kg per cum Sqm
75mm thick in Grade M 25 with cement content not less than 330 kg per cum Sqm
Providing and inserting 12mm dia galvanised steel injection nipple in honey comb area and along No.
crack line including drilling of holes of required diametre (20mm to 30mm) up to depth from 30mm
to 80mm at required spacing and making the hole & crack dust free by blowing compressed air,
sealing the distance between injection nipple with adhesive chemical of approved make and allow
it to cure complete as per direction of Engineer-In-Charge.

Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire Sqm
mesh to be fixed & firmly anchored to the concrete surface by means of "L" shaped mild steel shear
key welded with existing reinforcement including the cost of materials, labour, tool & plants as
approved by Engineer-in-charge.

Designing, providing, installing and fixing factory finished custom designed cold form Light Gauge
Steel Framed super structure comprising of steel wall panel, trusses, purlins etc manufactured out
of minimum 0.75 mm thick steel sheet as per design requirements. The steel sheet shall be
galvanized (AZ-150gms Aluminium Zinc Alloy coated steel having minimum yield strength 300-550
Mpa) conforming to AISI specifications and IBC 2009 for cold formed steel framing and construction
and also as per IS: 875-1987, ISO 800-1984 and IS:801-1975. The wind load shall be as per
provisions of IS 875 (part -III). LGSFS frame shall be designed as per IS: 801 using commercially
available software such as Frame CAD Pro-11.7/ STAAD PRO-V8i/ ArchitekV2.5.16/ Revit
architecture-2011 or equivalent. Proper usage of Connection Accessories like Heavy Duty Tension
Ties, Light Duty Hold-ons, Twist Straps (to connect truss with wall frames), Strong Tie, Tie Rod, H-
Brackets, Boxing Sections, L-Shaped Angles for better structural stability.
The framing section shall be cold form C-type having minimum web depth 89 mm x 39mm flange x
11mm lip in required length as per structural design requirement duly punched with dimple/slot at
required locations as per approved drawings. The slots will be along centre line of webs and shall be
spaced minimum 250mm away from both ends of the member. The frame can be supplied in
panelized or knock down condition in specific dimensions and fastened with screws extending
through the steel beyond by minimum of three exposed threads. All self drilling tapping screws for
joining the members shall have a Type II coating in accordance with ASTM B633(13) or equivalent
corrosion protection of gauge 10 & 12, TPI 16 & 8 of length 20mm. The frames shall be fixed to RCC
slab or Tie beam over Neoprene rubber using self expanding carbon steel anchor bolt of dia as per
approved drawings. design subject to minimum 12mm diameter and 121mm length conforming to
AISI 304 and 316 at 500mm c/c with minimum embedment of 100mm in RCC (RCC to be paid
separately) and located not more than 300mm from corners or termination of bottom tracks
complete in all respects.

The item also includes the submission of stability reports duly examined and issued by any NIT/IIT. Kg
The rate includes the concept design, detailed design, fabrication of sections, transportation,
installation and all required fixing arrangement at site as described above.
Providing and fixing of external wall system on Light gauge steel frame work with outer face cement
boards as per standard sizes fixed with self- drilling / taping screws / fasteners @ 60cm c/c of
approved make. A groove of 2 mm to 3mm shall be maintained and grooves shall be sealed with
silicon based sealant. The board shall be fixed in a staggered pattern. Screws shall be of counter
sunk rib head of 1.60mm to 4 mm thick or 8 to 10 gauge of length varying from 25 to 45 mm and.
Internal face 12.5 mm thick gypsum plaster board fixed on cement board as per standard sizes fixed
with selfdrilling / taping screws / fasteners @ 60cm c/c of approved make, proper taping and
jointing to be done using fiber mesh tape and epoxy and acrylic based jointing compound for
seamless finish. (cost of frame work to be paid for separately)

Outer face- Outer face having 6mm thick fiber cement board Type A, Category-IV as per Sqm
IS:14862:2000 fixed on 9mm thick fiber cement board, Type A, Category-IV as per IS:14862:2000
(high pressure steam cured) Inner Face-12.5 mm thick gypsum plaster board conforming to IS
2095:2011 fixed on 8 mm thick fibre cement board of Type B, Category-Ill conforming to
IS:14862:2000 (High pressure steam cured)

Outer face: Outer face having 8 mm thick cement bonded particle Board fixed on 10 mm thick Sqm
cement bonded particle board. (Termite, Fire and Moisture Resistance) as per IS 14276:1995. Inner
face:-12.5 mm thick gypsum plaster board conforming to IS 2095:2011 fixed on 8 mm thick cement
bonded particle board (Termite, fire and moisture resistance) confirming to IS:14276:1995)

Providing and fixing internal wall panels on Light gauge steel frame work with 12.5mm thick gypsum
plaster board conforming IS 2095:2011 fixed on cement board as per standard sizes fixed with self-
drilling / taping screws / fasteners @ 60cm c/c of approved make, self-drilling / taping screws /
fasteners @ 60cm c/c of approved make, or 8 to 10 gauge of length varying from 25 to 45 mm.
Proper taping and jointing to be done using fiber mesh tape and epoxy and acrylic based jointing
compound for seamless finish.(cost of frame work to be paid for separately

Cement Fiber Board 8 mm thick of Type B, Category III as per IS 14862:2000 (High pressure Steam Sqm
Cured)
Cement Bonded particle board 8 mm (Termite, Fire & Moisture Resistance), as per IS:14276 : 1995 Sqm

Providing and fixing in all exterior face panels breathable vapour barrier underneath the cement Sqm
fiber board as per National Building Code 2009 complete as per direction of Engineer-in-charge.
Supplying and installation of moisture resistant/fire resistant cement board as per standard sizes
fixed with self-drilling / taping screws. Screws shall be of counter sunk rib head of 1.60mm to 4 mm
thick or 8 to 10 gauge of length varying from 25 to 45 mm.
Cement Fiber Board 6 mm thick as per IS 14862:2000 of type B (High pressure Steam Cured) Sqm
Cement Bonded particle board 8 mm thick (Termite, Fire & Moisture Resistance), as per IS:14276 : Sqm
1995
Providing and installation of factory made Structural Stay in place lorm wont system witn double
laced panels for wails, single faced panels for roof / foor slabs. L-shaped single faced panels for
comers, with necessary scaffolding, struts, bracing etc. Complete as per CPWD specrficalion and
directions of the Engineer in Charge. Design of walls and other members to be provided by the
supplier & shall be duly vetted by any engineering institute of National repute such as IITs NITs etc.
and nothing extra shall be payable on this account (Additional steel reinforcement/dowels. design
mix concrete of specified grade, electrical and plumbing conduits insert for services and plaslenng
on either side of walls shall be paid for separately)

Nole:- This item shall be adopted for building upto G+3 Storeys only excluding seismic zone V.
Double panel of required thickness (110mm & above) with minimum weight of panel as 11.05 kg Sqm
per sqm for walls with corresponding comers and jambs stops.
Single panel for slabs with minimum weight of panel as 4 05 kg/sqm for walls with corresponding Sqm
comers and jambs stops.
Providing and fixing in position, 230mm thick factory made Expanded Polystyrene Core (EPS Core) Sqm
roof/floor panels made of 3 mm dia G.I. wire mesh with 50 mm pitch in both the directions and on
both faces of panel, kept at 120-135 mm gap and connected by the zig zag G.I. wire of 3 mm dia at
alternate row by welding (at an angle ranging from 50-70 degree). The EPS core shall consist of 100
mm thick EPS of density not less than 20kg/ per cum. The bottom side of the panel shall be finished
by applying a layer of 60-65 mm thick cement mortar 1: 3 {1 cement: 3 coarse sand (not having
more than 40% stone chips of size upto 6 mm)} À with the help of shotcreting equipment etc at a
pressure of not less than 1 bar (100Kn/m2) and surface finished with trowel. The top face of the
panel shall be provided and finished by applying 70-75 mm thick layer of cement concrete 1:1.5: 3
(1 cement :1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). Fixing operations of
roof/floor panels shall be completed in all respect as per drawings and specifications and under the
overall direction of the Engineer-in-charge.

Providing and fixing in position factory made EPS cement sandwich wall/roof/floor light weight solid
core panels made of core material of EPS granule balls/beads (conforming to IS 4671:1984 and shall
have density not less than 15kg per cum) adhesive, cement, sand, flyash and other bonding material
in mortar state processed to form in a preset mould. The outer face on both sides of the panels will
be non asbestos fiber cement board confirming to IS 14862:2000 or Calcium silicate board
confirming to EN 14306:2009 of 5mm thick each. Panel shall be laid on 6mm thick cement mortar (1
cement: 2 fine sand) mixed with chemical adhesive of 0.5kg per 50kg of cement or shall be
preferably fixed into 'C' channel made of 1.2mm thick MS plate screwed/fastenened to the
slab/column/beam etc. The panel shall fixed vertically with tongue and groove joint and
horizontally locked with steel bar between each other and floors and filled with cement mortar and
adhesive. Panels should be used as floor & roofing with additional structural support, steel or RCC
depending upon the design.

All the operation shall be completed in all respect as per drawings, Manufacturers specifications
and under the overall direction of Engineer-in-Charge (Cost of all the material is included except "C
channel" which will be paid seperately).
Non load bearing panels 50mm thick of required size Sqm
Non load bearing panels 60mm thick of required size Sqm
Non load bearing panels 75mm thick of required size Sqm
Non load bearing panels 90mm thick of required size Sqm
Non load bearing panels 100mm thick of required size Sqm
Providing and fixing in position factory made non asbestos fibre reinforced aerated cement
sandwich wall/roof/floor light weight solid core panels made of light weight cement concrete core
composed of OPC cement, pulverized flyash, quick lime, cotton pulp & Gypsum in mortar state
mixed with aeration agent in a preset mould. The outer face on both sides of the panels will be non
asbestos fibre cement board confirming to IS 14862:2000. These solid wall panels are installed using
Galvanized iron steel tracks/C channel of 1mm thick of required sizes as recommended by
manufacturer's and fixed to floor and RCC soffit in plumb to each other with steel screw/ fasteners.
The panel shall be fixed vertically with tongue & groove joint with cement based polymer modified
jointing compound. The exposed surface finished with fibre mesh/glass fibre tape with polymer
based jointing compound having superior flexibility. Panels should be used as floor & roofing with
additional structural support, steel or RCC depending upon the design.

All the operation shall be completed in all respect as per drawings, Manufacturers specifications
and under the overall direction of Engineer-in-Charge (Cost of all the material is included except
"tracks/C channel" which will be paid separately).
Non load bearing panels 50 mm thick of required size (minimum 4mm thick fibre cement board Sqm
Type B, Category III as per IS: 14862:2000 on both faces )
Non load bearing panels 75 mm thick of required size (minimum 5mm thick fibre cement board Sqm
Type B, Category III as per IS: 14862:2000 on both faces)
Non load bearing panels 50 mm thick of required size (minimum 4mm thick fibre cement board Sqm
Type A, Category III as per IS: 14862:2000 on both faces )
Non load bearing panels 50 mm thick of required size (minimum 4mm thick fibre cement board Sqm
Type A, Category III as per IS: 14862:2000 on both faces )
Non load bearing panels 75 mm thick of required size (minimum 5mm thick fibre cement board Sqm
Type A, Category III as per IS: 14862:2000 on both faces)
Non load bearing panels 75 mm thick of required size (minimum 5mm thick fibre cement board Sqm
Type A, Category IV as per IS: 14862:2000 on both faces)
Supplying of standard quality GFRG panel of 124 mm thickness with modular cavities purchased Sqm
from GFRG panel manufacturing plant in the country, cut to required wall sizes and floor/ roof slab
sizes in correct length and height, including cutting of door, window and ventilator opening as per
the cutting drawing prepared by architects /design engineers for the construction of GFRG building
and loaded in stillages for transportation to the construction site. Cost of panel includes security
deposits, hire charges of stillages & jaws, cost of transportation in trucks/ lorries without any
damages upto 300kms including all leads and lifts from GFRG manufacturing plant to construction
site and unloading at site using suitable fork lift/ crane. (Payment shall be made on the basis of area
of one side of panel without reduction of opening of door/ window / ventilator). For transportation
above 300kms, additional charges to be paid.
Filling of empty cavities (as shown in the structural design drawing) with quarry dust mixed with 5%
cement (by volume). After initial infill of 50 mm thick with M25 concrete at base/bottom of cavities
to seal off, infill wall panel cavities in 3 stages as detailed below, (i) 1st pour / infill to be limited to
0.3 to 0.50 m height from bottom of the panel. (ii) 2nd Pour/ infill: infilling shall be done only after
90 minutes interval between successive pours. The maximum height of infill shall be restricted to
1.5m height or up to the top level of door / window. (iii) 3rd pour/infill: After an interval of 90
minutes of second pour, infill or pour the balance height up to the bottom of embedded RCC tie
beam. Pour enough water just required to dampen the dry mix enough to form cake form after
each stage.(cost of laying M25 concrete shall be paid separately) (If any rain falls in between any
stages of concrete pour, make sure to cover the panel top to prevent ingress of water or water
falling into the cavities.

In case of water collection over the concrete inside the panel, drill 10mm hole in GFRG panel Cum
immediately above concrete filled level to drain out water before pour/in-fill of balance concreting).

Laying of GFRG panel as roof / floor slab panel and staircase panel using suitable crane as per Sqm
instructions of Engineer-in-Charge, including providing support system with 25mm x 300mm-400
mm wide plywood, as runner with proper prop below proposed micro beams including(a) Cutting of
top flange of panel to 180 mm wide (leaving 25mm projection on either side) to provide RCC
embedded micro beam as per cutting drawings and structural drawings. (b) Reinforcement for
micro beams and tie beams to be provided in position with proper anchorage as per structural
drawings. (c) Provision for Electrical cabling, fan hooks and laying of pipes for plumbing work. (d)
Concreting of Tie beam, micro beam and top of GFRG panels (50 mm thick) with M-25 cement
concrete mix using coarse aggregate of size less than 20 mm including laying of 10 gauge 100x100
size weld mesh with 25 mm effective cover from the panel top.

Supplying and fixing 10 Gauge weld mesh of size 100mm x 100 mm for floor/roof slab concrete Sqm
screed over the micro beams as reinforcement. The weld mesh shall be fixed as per drawing.
Application of ZMB 60/equivalent solution (100 Kg ZMB 60/equivalent, 1 litre ZMB Nano Thinner, Sqm
20 litre water & 1 Litre Zycoprime/equivalent = 122 litre/kg) over already applied coat of
Zycosil/equivalent & Zycoprime/equivalent solution on the top of all the RCC plinth beams by
brush/spray coat before erection of GFRG over RCC plinth beams in GF. In the case of upper floors
150 mm wide on floor slab for all the external walls, bath/toilet/wet areas (3 hrs drying time) before
erection of wall panel on upper floors including erection of parapet wall.

After erection of GFRG wall panels, seal all GFRG wall joints with paper tape temporarily. Water m
proofing treatment of vertical joints with Zycosil/equivalent water proofing Solution (1 litre of
Zycosil/ equivalent & 20 litres of water stirred first & 2 litres of Zycoprime/ equivalent added and
stirred (total 23 litres)) with 50 ml syringe till the gap and in filled concrete is completely saturated.
After removing the paper seal, seal off the vertical joints with water proofing material "Grout
RW/equivalent " (Sealing cost excluded.)

Filling of joints between RCC plinth beam / floor slab and wall panel of external walls, toilet / bath m
room / wet areas walls on all floor and parapet wall over roof slab, stair case head room at the time
of erection of GFRG panels with Grout RW/equivalent sealant compound after the erection of panel
before the infill of concrete in panel cavities and fine finish. This applies for all horizontal and
vertical joints between GFRG wall and slab panels.

Water proofing treatment of Vertical joints (of external side and internal side) between door frame, m
window & ventilator frames (on all four sides) of outer wall over the Zycosil/equivalent &
Zycoprime/equivalent solution already applied (before the installation of door / window / ventilator
frames in position) and fine finish with Grout RW/equivalent.
Water proofing treatment of RCC sunshade with Zycosil/equivalent water proofing Solution (1 litre Sqm
of Zycosil/equivalent & 20 litres of water stirred first & 2 litres of Zycoprime/equivalent added and
stirred (total 23 litres)) till it meets the saturation level and testing as per RILEM or by water drops
test in which water drops do not absorb but drops remain or rolls.

In-filling / sealing of joint between RCC lintel cum sunshade and wall (on external side) in all floors m
by pushing in Grout RW/equivalent in paste form and coving 20 mm x 20 mm after applying a coat
of Zycosil/equivalent & zycoprime/equivalent solution before cement plastering of top, bottom and
sides of RCC sunshade.

Designing, Providing, installing and fixing factory finished customed design pregalvanized high Kg
tensile steel joists manufactured from G350 Z275 confirming to IS:277-1992, minimum coating of
galvanizing 275 gm/sqm, minimum yield stress 35 MPa & minimum tensile strength of 380 MPa
placed 1.23 metre apart to support the load of slab etc as per the design & directions of Engineer-
in-Charge.

Providing and fixing special adjustable lockbars of mild steel E-250 to support the temporary Kg
plywood for work between joists during construction as per design & directions of the Engineer-in-
charge.
Centering and shuttering with 12mm thick shuttering plywood confirming to IS 4990:2011 and
removal of form at all heights. Plywood will be supported on lock bars.
Suspended floors, roofs, landings, balconies and access platform. Sqm
Providing and fixing roofing consist of 0.8 mm thick galvanized steel deck sheet confirming to IS Sqm
277:1992 used as permanent shuttering over which MS wire mesh 3mm laid at 100x100 mm grid
including edge trim covered with concrete. This metal deck will be supported on structural steel
beam with shear studs. (Structural steel like Beam, column, joists etc. & concrete of different grade
as per design will be paid separately).

Providing and fixing in position, 130 mm thick factory made Expanded Polystyrene Core (EPS Core) Sqm
wall panels consisting of EPS core sandwiched between two Engineered sheets of welded wire
fabric mesh duly finished with shortcrete materials on outer faces. The fabric mesh shall be made of
3 mm dia zinc coated G.I. wire mesh with 50 mm pitch in both the directions and on both faces of
the wall and connected by GI wire of 3mm dia at alternate row by welding. The EPS core shall
consist of 60 mm thick EPS of density not less than 16 kg/ per cum. Both the outer faces of the
panel shall be finished by applying the layer of 35 mm thick cement mortar 1:3 {1 cement: 3 coarse
sand (not having more than 40% stone chips of size upto 6 mm)} with the help of
shotcreting/guniting equipment etc at a pressure not less than 1 bar (100KN/m2) and both surfaces
finished with trowel. Fixing operations of wall panels shall be completed in all respect as per
drawings and specifications and under the overall direction of the Engineer-in-charge.

Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade M10
made of C&D waste from approvedmanufacturer in foundation and plinth in:
Cement mortar 1:6 (1 cement : 6 coarse sand) Cum
Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade M10
made of C&D waste from approved manufacturer in superstructure above plinth level up to floor V
level
Cement mortar 1:6 (1 cement : 6 coarse sand) Cum
Providing and laying half block masonry with factory made Precast concrete solid blocks of 100 mm
thickness of grade M10 made of C&D waste from approved manufacturer in foundation and plinth
in:
Cement mortar 1:6 (1 cement : 4 coarse sand) Sqm
Providing and laying half block masonry with factory made Precast concrete solid blocks of 100 mm
thickness of grade M10 made of C&D waste from approved manufacture in rsuperstructure above
plinth level up to floor V level:
Cement mortar 1:6 (1 cement : 4 coarse sand) Sqm
Providing and laying 60mm thick factory made cement concrete paver block of approved shape and Sqm
colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid
in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints
with fine sand etc. all complete as per the direction of Engineer-in-charge.

Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different
thickness & modular width 1200 mm in Controlled Factory Environment with approved
methodology confirming to IS 10297:1982 by using long line casting method having arrangement of
proper steel bed. Concreting should be done by batch mixing plant capable of producing zero slump
concrete, transported through automatic shuttels of standard make & layed on bed with the help of
extruder/Slipformer, finishing, curing and also provision of steam curing. Cutting, making necessary
cutout/holes of required sizes for services in slab element after achieving required strength, yard
handling & stacking all complete as per approved shop drawings & design mix as per the direction
of the Engineer-in-charge. (Cost of strands should be paid separately).

Note: Excess/less cement over the specified cement content used as per design mix is
payable/recoverable separately)
Concrete Grade-M-40 (cement content 400 kg)
100 mm thick hollow core slab m

120 mm thick hollow core slab m

150 mm thick hollow core slab m

200 mm thick hollow core slab m

250 mm thick hollow core slab m

300 mm thick hollow core slab m

350 mm thick hollow core slab m

400 mm thick hollow core slab m

Extra for using M-50 (Cement content 425 kg) instead of M-40
100 mm thick hollow core slab m
120 mm thick hollow core slab m
150 mm thick hollow core slab m
200 mm thick hollow core slab m
250 mm thick hollow core slab m
300 mm thick hollow core slab m
350 mm thick hollow core slab m
400 mm thick hollow core slab m
Extra for using M-60 (Cement content 440 kg) instead of M-40
100 mm thick hollow core slab m
120 mm thick hollow core slab m
150 mm thick hollow core slab m
200 mm thick hollow core slab m
250 mm thick hollow core slab m
300 mm thick hollow core slab m
350 mm thick hollow core slab m
400 mm thick hollow core slab m
Fabrication and manufacturing of solid precast concrete element with provisions of shear keys,
connecting loops, dowel tubes and proper lifting accessories for walls, beams, slabs, stairs, column
etc, of various thickness, shape and size of different concrete grades manufactured in controlled
factory environment with approved methodology including moulds (Pallet system, Tilts form, table
moulds, battery moulds, vertical moulds, beam moulds, column moulds, staircase moulds, Facade
mould, etc.), mixing, transporting and placing of concrete, vibrating, curing, finishing, making
necessary cutout/holes of required sizes for services, yard handling & stacking all complete as per IS
11447:1985 and as per approved shop drawings and design mix as per the direction of Engineer-in-
Charge (Cost of reinforcement, Mechanical, Electrical and Plumbing inserts will be paid separately).

Concrete grade M-35 (Cement content 370 kgs) Cum

Extra for using M-40 (Cement content 400 kg) instead of M-35 Cum
Extra for using M-50 (Cement content 425 kg) instead of M-35 Cum
Extra for using M-60 (Cement content 440 kg) instead of M-35 Cum
Providing & laying in position Prestressing steel strands (low relaxation) on hollow core bed by using Kg
mechanical pulling arrangement like Rabbit/ Bed master including all accessories for Stressing &
destressing operations as per approved make conforming to IS1343 & grade FY-1860 etc, complete
as per drawings and direction of Engineer -in-charge.

Transportation of Precast Elements by flat bed Trailor (Double / Triple axle 40ft Length with proper
accessories like A frame etc) from factory, including the cost of loading , unloading & stacking at site
with the help of required capacity cranes.
Lead within 15km MT
Add/Deduct over item 26.76.1 for every additional lead of 5 km MT
Erection & Installation of Precast/Prestressed Concrete elements in correct & final position with
proper line level and plumb at site making all arrangements (i.e cranes, push-pull jacks & all another
T & P for lifting Placing & Alignment of elements, within erection tolerance as per IS 15916 as per
approved shop drawings and all complete as per the direction of Engineer-in-Charge but excluding
the cost of sim pads, non shrink grout and steel works i.e hangers. All work up to fifth floor.

Prestressed hollow core Slab up to 200 mm thickness Sqm

Prestressed hollow core slab above 200 mm up to 400 mm thickness Sqm
Solid concrete wall elements Cum
Providing & Applying weather proof sealant on outer joints of approved make confirming to IS &
directed by Engineer-in-charge.
Sealant 25mmx10mm at joints m
Providing & Laying of levelling sim pads required sizes (5x5cm to 10x10cm) of PVC / Rubber to
adjust level of bearing surface of supporting members as per the direction of Engineer in charge.
2mm thick No.
5mm thick No.
10mm thick No.
Providing & Grouting of dowel tubes / Shear keys / Joints of precast members with M-60 grade
cementitious grout (Non Shrink) of approved make by suitable means ( Free flowing /pump),curing
etc. Complete as per directions of Engineer-in-charge. (The payment shall be made on the basis of
actual weight of approved grout injected.)

Stirrer mixed cementitious grout (non shrink) of approved make in dowel tubes / Shear keys / Joints Kg
of precast members.
Providing and fixing Scaffolding net of required width made of high density Polyethylene UV Sqm
stabilized knitted on warp knitting machines having density 100grams/sqm and shading coefficient
minimum 75% around the construction site/ for vertical extension as per requirement including
fastening/tying with uilding/scaffolding pipes or with any other fixtures etc. complete as per
direction of Engineer-in-Charge. (One time payment shall be made for providing Scaffolding net
from start of work till completion of work including shifting if any. The Scaffolding net shall be the
property of the contractor on completion of the work

Providing and laying rigid EPS (cellular plastic material) blocks conforming to ASTM
standards/specifications of minimum density 21.60 Kg/cum on floors, steps, stage etc. of required
size and shape as per direction of the Engineer-in-Charge. This shall include the following operation.
“The EPS blocks shall be cut to required shape and sizes including cuttings for passing of services,
joined together with synthetic resin adhesives as per relevant specifications and packed/placed in
position for stepped floor or platform formation. The top and sides surfaces to be provided with GI
woven wire mesh of aperture 5.45 mm (with wire dia 0.90 mm) secured to EPS blocks with wire
pins/clips. Horizontal top surface to be provided with 20 mm thick cement concrete 1:2:4 (1 cement
: 2 coarse sand : 4 graded stone aggregate upto 6mm chippings) and vertical surface to be provided
with 12mm cement plaster 1:4 (1 cement : 4 coarse sand).

The concrete/plastered surfaces so prepared shall be scratched with wire brushes to form burrs, so Sqm
as to act as base for flooring or veneering/panelling to be done later as per approved design (which
shall be paid for separately complete as per direction of the Engineer-in-Charge.
Supplying and laying of Uni-Axial Woven Polyster Geogrid conforming to MORTH 3100 and IRC113,
as soil reinforcement/basal reinforcement including accessories like tie-strips, nuts & bolts and
loops/lugs for joining reinforcing elements with the facia pannels, overlaps and other protective
elements for synthetic geo-grids and all other activities required for reinforced soil walls, slopes etc
complete as per design requirements, manufacturer specifications and as per direction of engineer-
in- charge.

Uni Axial Woven polyster geogrid of minimum tensile strength 40KN/m in the Longitudinal direction Sqm
and 20 KN/m in the Transverse direction.
Uni Axial Woven polyster geogrid of minimum tensile strength 60KN/m in the Longitudinal direction Sqm
and 20 KN/m in the Transverse direction.
Uni Axial Woven polyster geogrid of minimum tensile strength 80 KN/m in the Longitudinal Sqm
direction and 30 KN/m in the Transverse direction.
Uni Axial Woven polyster geogrid of minimum tensile strength 100KN/m in the Longitudinal Sqm
direction and 30 KN/m in the Transverse direction.
Uni Axial Woven polyster geogrid of minimum tensile strength 120KN/m in the Longitudinal Sqm
direction and 30 KN/m in the Transverse direction.
Uni Axial Woven polyster geogrid of minimum tensile strength 150KN/m in the Longitudinal Sqm
direction and 30 KN/m in the Transverse direction.
Uni Axial Woven polyster geogrid of minimum tensile strength 200KN/m in the Longitudinal Sqm
direction and 30 KN/m in the Transverse direction.
Uni Axial Woven polyster geogrid of minimum tensile strength 250KN/m in the Longitudinal Sqm
direction and 30 KN/m in the Transverse direction.
Uni Axial Woven polyster geogrid of minimum tensile strength 300KN/m in the Longitudinal Sqm
direction and 30 KN/m in the Transverse direction.
Supplying and laying of Bi-Axial Woven Polyster Geogrid conforming to MORTH 3100 and IRC113, as
soil reinforcement/basal reinforcement of granular road base and sub base, area stalilization, track
bed stabilization, load transfer platforms Including accessories like tiestrips, nuts & bolts and
loops/lugs for joining reinforcing elements with the facia pannels, overlaps and other protective
elements for synthetic geo-grids and all other activities required etc. complete as per design
requirements, manufacturer specifications and as per direction of engineer-in- charge.

Bi Axial Woven polyster geogrid of minimum tensile strength 20KN/m in both Longitudinal and Sqm
Transverse direction.
Bi Axial Woven polyster geogrid of minimum tensile strength 40KN/m in both Longitudinal and Sqm
Transverse direction.
Bi Axial Woven polyster geogrid of minimum tensile strength 60KN/m in both Longitudinal and Sqm
Transverse direction.
Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/
window/ Ceosetory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K
value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/
wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with
miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS
screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face)
& 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2
and resistance to spread of flame of Class A category with property of being termite/ borer proof,
water/ moisture proof and fire retardant and fixed in position with M.S hold fast/ lugs/ SS dash
fasteners of required dia and length complete as per direction of Engineer-In- Charge.

(M.S hold fast/ lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/
window frames, minus 5mm tolerance in dimensions i.e depth and width of profile shall be
acceptable. Variationin profile dimensions on plus side shall be acceptable but no extra payment on
this account shall be made.

Frame size 45 x 70 mm m
Frame size 45 x 85 mm m
Frame size 50 x 100 mm m
Frame size 50 x 125 mm m
Frame size 65 x 100 mm m
Frame size 65 x 125 mm m
Frame size 65 x 150 mm m
Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush
door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade),
calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives
(maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw
withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2,
modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with
property of being termite/borer proof, water/ moisture proof and fire retardant and fixing with
stainless steel butt hinges of required size with necessary full body threaded star headed counter
sunk S.S screws, all as per direction of Engineer-In- Charge.
(Note: stainless steel butt hinges and necessary S.S screws shall be paid separately)
30 mm thick Sqm
35 mm thick Sqm
Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid decorative
type flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension
Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic
additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and
screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50
N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category
with property of being termite/borer proof, water/moisture proof and fire retardant. WPC to be
laminated with PVC foil of minimum 14 microns thick of approved design pasted with hot melt
adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with
necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-
In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately)

30 mm thick Sqm
35 mm thick Sqm
Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid board one
side white color and other side of board laminted with PVC foil of minimum 14 micron thickness of
approved design pasted with hot melt adhesive for cup boards, work stations and
bathroom/kitchen cabinet etc. of required sizes comprising of virgin polymer of K value 58-60
(Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk)
and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650
kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive
strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A
category with property of being termite/borer proof, water/moisture proof and fire retardant and
fixing with stainless steel piano hinges/soft close clip on concealed hinges of required size with
necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-
In- Charge. (Note: stainless steel piano hinges/soft close clip on concealed hinges and necessary S.S
screws shall be paid separately)

18 mm thick Sqm
25 mm thick Sqm
Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain white
color board for backing of cup boards and bathroom/kitchen cabinets etc. of required size
comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural
fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12
for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N
(Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850
N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer
proof, water/moisture proof and fire retardant and fixing with stainless steel screws etc. all as per
direction of Engineer-In- Charge. (Note: stainless steel screws shall be paid separately)

6 mm thick Sqm
12 mm thick Sqm
Providing and fixing factory made 18 mm thick single extruded WPC (Wood Polymer Composite)
solid plain white colour board Jali, CNC (Computer numeric control) routed of approved design by
Engineer-in -charge which are machine cut for duct/shaft covering, partitions and facades
comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium corbonate and natural
fibers (wood powder/ rice husk/wheat husk) and non toxic additives(maximum toxicity index of 12
for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N
(Face) minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance
to spread of flame of Class A category with properties of being termite/borer proof, water/moisture
proof and fire retardant and fixing on M.S (mild steel) frame made of 25 x 25 x 1.5 mm square
hollow box section including applying a priming coat of approved steel primer, placed at grid made
at 1.0 x 1.0 m or as per requirement at site with necessary stainless steel fasteners and SS screws
etc., all complete as per direction of Engineer-In- Charge.

(Note: M.S (mild steel) framework with priming coat and necessary SS fasteners and SS screws shall Sqm
be paid separately.
Providing and fixing of façade at all heights with extruded hollow Clay / Terracotta ventilated
rainscreen tiles of height 250/ 300/ 400mm and length of 595 mm of approved texture,design and
pattern having Flexural Strength/ Modulus of Rupture of ? 14 N/m² and maximum water absorption
of 10% tested as per ISO 10545-4:2004(E) and ISO 10545-3:1995 respectively in true level fixed to a
supporting aluminium framework(Alloy 6063 T5/T6) consisting of vertical 'T' (for intermediates)/
'L'(for ends/ termination)/ Tubular sections (at corners)of size 80x60x2mm/ 40x60x2mm/
40x40x2mm respectively, spaced at maximum spacing of 600mm c/c matching to the tile vertical
grid, and horizontal aluminium 'C'-clamps of size 56x25x2mm thickness of length 150mm at
junction of tiles and of length 75mm at wall ends/ corners fixed on top of the vertical sections at
spacing of 250/ 300/ 400mm c/c matching to the tile horizontal grid with two numbers of self-
drilling / self-tapping SS screws of size 5.5x25 mm with EPDM washers.

The vertical 'T'/'L/ Tubular' sections shall be fixed to the wall using HDG (hot-dip-galvanized) steel L-
brackets (galvanizing thickness of minimum 80 microns)of size 110x80x6 mm at intermediate
vertical aluminium profiles and of size 220x110x12mm at outer corners and stainless steel grade
304,M10 full threaded anchor fasteners with nylon sleeve 100mm long (for brick work) and M8
expansion anchor fasteners 75mm long for concrete surface, spacing of brackets to be based on a
structural/ static calculation. The brackets shall be of length 175mm at junction of two vertical
aluminium profiles and of length 100mm at intermediate points of vertical profiles and shall be
fixed to the vertical aluminium T / L /Tubular profiles using two numbers self-drilling/ self-tapping
SS screws of size 5.5x25mm with EPDM washers. EPDM gaskets to be fixed in between brackets and
vertical profiles. The tiles shall be mounted on the ‘C’ clamps such that the tiles are supported at
top and bottom at both ends.

The tiles shall be additionally secured to the horizontal ‘C’ clamps using special SS clips of required
size which shall be inserted and pressed into position on the ‘C’ clamps holding the tiles and the
cut-tiles shall be glued at points to the horizontal ‘C’ clamps by using MS Polymer sealant adhesive.
The vertical joint open groove between two adjacent tiles shall be 5mm. The tiles and system shall
be designed to resist wind load as per IS 875 (Part 3) according to different zones. The tiles shall be
installed using the ventilated rain screen principle with provision for natural ventilation of the space
between the façade tiles and the structural wall. The work shall be carried out as per specification,
drawing and as per direction of the Engineer-in-Charge. Note : Scaffolding wherever required to be
paid separately.

With 16mm thickness (+/- 10%) terracotta tiles of grey colour Sqm
With 16mm thickness (+/- 10%) terracotta tiles of other than grey colour Sqm
Providing and fixing of façade at all heights with extruded hollow Clay / Terracotta ventilated
rainscreen tiles of height 259/ 309/ 409mm and lengthof 1190 mm of approved texture,design and
pattern having Flexural Strength/ Modulus of Rupture of ? 14 N/m² and maximum water absorption
of 10% tested as per ISO 10545-4:2004(E) and ISO 10545-3:1995 respectively in true level fixed to a
supporting aluminium framework (Alloy 6063 T5/T6) consisting of vertical 'T' (for intermediates)/ 'L'
(for ends/ termination)/ Tubular sections (at corners)of size 80x60x2mm/ 40x60x2mm/ 40x40x2mm
respectively, spaced at maximum spacing of 1200mm c/c matching to the tile vertical grid, and
horizontal aluminium 'C'-clamps of size 56x34x2mm thickness of length 150mm at junction of tiles
and of length 75mm at wall ends/ corners fixed on top of the vertical sections at spacing of 250/
300/ 400mm c/c matching to the tile horizontal grid with two numbers of self-drilling / self-tapping
SS screws of size 5.5x25 mm with EPDM washers.

The vertical 'T'/'L/ Tubular' sections shall be fixed to the wall using HDG (hot-dip-galvanized) steel
Lbrackets (galvanizing thickness of minimum 80 microns) of size 110x80x6 mm at intermediate
vertical aluminium profiles and of size 220x110x12 mmat outer corners and stainless steel grade
304,M10 full threaded anchor fasteners with nylon sleeve 100mm long (for brick work) and M8
expansion anchor fasteners 75mm long for concrete surface, spacing of brackets to be based on a
structural/ static calculation. The brackets shall be of length 175mm at junction of two vertical
aluminium profiles and of length 100mm at intermediate points of vertical profiles and shall be
fixed to the vertical aluminium T / L / Tubular profiles using two numbers self-drilling/ self-tapping
SS screws of size 5.5x25 mm with EPDM washers.“EPDM gaskets to be fixed in between brackets
and vertical profiles. The tiles shall be mounted on the ‘C’ clamps such that the tiles are supported
at top and bottom at both ends. The tiles shall be mounted on the Cclamps with EPDM profiles in
between such that the tiles are supported at top and bottom at both ends. The vertical joint open
groove between two adjacent tiles shall be 10mm.

The tiles and system shall be designed to resist wind load as per IS 875 (Part 3) according to
different zones. The tiles shall be installed using the ventilated rain screen principle with provision
for natural ventilation of the space between the façade tiles and the structural wall. The work shall
be carried out as per specification, drawing and as per direction of the Engineer-in-Charge. Note:
Scaffolding wherever required to be paid separately.

With 24mm thickness (+/- 10%) terracotta tiles of grey colour Sqm
With 24mm thickness (+/- 10%) terracotta tiles of other than grey colour Sqm
Designing, shop fabricating, supplying , erecting, stripping and shifting of customized Modular Sqm
Tunnel Formwork system for cast-in-situ monolithic RCC structures, using precision steel cubical
formworks are molds with minimum 3mm thick hot rolled plain painted/hot dip galvanized M.S.
sheets for panel in contact area with necessary framing and allied accessories as per CPWD
specifications including transporting, storage, assembly, hoisting and placing in position for
supporting and holding the formwork in place till initial setting of the concrete then stripping the
formwork, propping to support horizontal surface cleaning and oiling etc. for shifting to the next
cycle, inclusive of all labour, machines and T&P requirements taking all safety measures etc. as per
design and cycle programme all complete as per directions of the Engineer-in-Charge. Design of
Tunnel Formwork system shall be provided by concerned service provider/ vendor and the rate is
inclusive of all the elements and all operations for all heights.

Providing and placing 'Stay in Place PVC Wall formwork' made up of extruded Unplasticised Poly
Vinyl Chloride (uPVC) consisting of Main panel, 3 way Connector, Starter Channel, Joint Panel,
Connection Panels, Door/Window frame/trim panels etc. all complete as per manufacturer design
and for all heights as per direction of Engineer-in-charge. (Note: Suitable for in fill walls with
appropriate Structural system).
125 mm wide Stay in Place PVC Wallform made of minimum 2.50 mm thick sections and minimum Sqm
weight 21.97 kg /sqm of formwork.
125 mm wide Stay in Place PVC Wallform made of minimum 2.50 mm thick sections and minimum Sqm
weight 21.97 kg /sqm of formwork.
Rate (Rs)
Excluding Rate (Rs)
GST

2570.07 2965.60 2570.0667302

Rate (Rs)
Rate (Rs) DSR-21 Code
Excluding GST

0.00

107.00 92.73 2.1.1

0.00

328.20 284.43 2.2.1

0.00
 163.10 141.35 2.3.1

-4.40 -3.81 2.4

-10.70 -9.27 2.5

0.00

149.00 129.13 2.6.1

0.00

412.95 357.87 2.7.1

711.35 616.47 2.7.2

1184.30 1026.35 2.7.3
0.00

218.60 189.44 2.8.1

0.00

523.50 453.68 2.9.1

846.25 733.38 2.9.2

1258.60 1090.74 2.9.3
0.00

0.00

179.65 155.69 2.10.1.1

293.40 254.27 2.10.1.2
458.10 397.00 2.10.1.3
0.00

0.00

333.30 288.85 2.13.1.1 CS-17

825.30 715.23 2.13.1.2 CS-17

949.60 822.95 2.13.1.3 CS-17

0.00
488.20 423.09 2.13.2.1 CS-17

1208.85 1047.62 2.13.2.2 CS-17

1390.85 1205.35 2.13.2.3 CS-17

0.00
683.05 591.95 2.13.3.1 CS-17

1691.30 1465.72 2.13.3.2 CS-17

1946.15 1686.58 2.13.3.3 CS-17

 0.00

0.00

603.10 522.66 2.14.1.1 CS21

716.85 621.24 2.14.1.2 CS21
0.00
883.40 765.58 2.14.2.1 CS21
1050.10 910.04 2.14.2.2 CS21
0.00
1235.95 1071.11 2.14.3.1 CS21
1468.95 1273.03 2.14.3.2 CS21
0.00

0.00

1944.45 1685.11 2.15.1.1 CS21

0.00

132.90 115.17 2.16.1

145.55 126.14 2.16.2

174.00 150.79 2.16.3
0.00

142.50 123.49 2.17.1

169.35 146.76 2.17.2

197.60 171.25 2.17.3
0.00

119.10 103.22 2.18.1

134.20 116.30 2.18.2

149.95 129.95 2.18.3
1596.50 1383.57 2.19

0.00

68.55 59.41 2.20.1

 76.40 66.21 2.20.2
89.35 77.43 2.20.3
0.00

62.35 54.03 2.21.1

74.95 64.95 2.21.2

91.60 79.38 2.21.3
0.00

42.40 36.74 2.22.1

50.80 44.02 2.22.2

64.30 55.72 2.22.3
822.05 712.41 2.23

161.10 139.61 2.25

564.00 488.78 2.25A

0.00

104.50 90.56 2.26.1

187.40 162.41 2.26.2

2161.20 1872.95 2.27

0.00

28.15 24.40 2.28.1

0.00
28.50 24.70 2.29.1

0.00
 69.40 60.14 2.30.1

160.90 139.44 2.30.2

257.70 223.33 2.30.3
381.40 330.53 2.30.4
14.50 12.57 2.31

7.40 6.41 2.32

0.00

439.25 380.67 2.33.1

1957.20 1696.16 2.33.2 CS-18

9084.05 7872.48 2.33.3
18198.70 15771.47 2.33.4
0.00
200.90 174.11 2.34.1

0.00

0.00

32.30 27.99 2.35.1.1

0.00

44.70 38.74 2.35.2.1

0.00
 256.15 221.99 2.35.3.1

0.00

35.75 30.98 2.35.4.1

257.55 223.20 2.35.5

76.70 66.47 2.36

234.05 202.83 2.37

253.95 220.08 2.38

0.00

0.00
0.00

7783.70 6745.56 4.1.2 CS-18

7555.05 6547.40 4.1.2A

7365.15 6382.83 4.1.3

7124.55 6174.32 4.1.3A CS-18

7226.95 6263.06 4.1.4

6833.40 5922.00 4.1.5

5815.00 5039.43 4.1.5A CS-18

5122.25 4439.08 4.1.5B

6670.25 5780.61 4.1.6

5059.85 4385.00 4.1.6A

6326.00 5482.28 4.1.8 CS-18

4715.60 4086.66 4.1.8A

6050.65 5243.65 4.1.10

4440.20 3847.99 4.1.10A CS-18

5660.45 4905.49 4.1.11

6154.75 5333.87 4.1.12

4645.90 4026.26 4.1.12A

5812.60 5037.35 4.1.13

4334.20 3756.13 4.1.13A

 0.00

9465.80 8203.31 4.2.2 CS-14

9237.20 8005.20 4.2.2A CS-14

9047.30 7840.63 4.2.3 CS-14

8802.30 7628.30 4.2.3A CS-14

8515.55 7379.80 4.2.5 CS-14

7497.15 6497.23 4.2.5A CS-14

6804.40 5896.87 4.2.5B CS-14

7719.65 6690.05 4.2.8 CS-14

6109.20 5294.39 4.2.8A CS-14

0.00

332.10 287.81 4.3.1 CS-14

702.00 608.37 4.3.2 CS-14

804.25 696.98 4.3.3

0.00

7783.65 6745.52 4.4.1

7555.05 6547.40 4.4.1A

 0.00

9277.80 8040.38 4.5.1 CS-20

9050.20 7843.14 4.5.1A

0.00

8130.70 7046.28 4.6.1 CS-20

7902.80 6848.77 4.6.1A CS-20

0.00

15755.30 13653.96 4.7.1 CS-20

15527.40 13456.45 4.7.1A CS-20

0.00

12605.35 10924.13 4.8.1

12500.40 10833.17 4.8.1A CS-18

789.45 684.16 4.9 CS-17

757.55 656.51 4.9A CS-17

736.75 638.49 4.9B CS-17

370.85 321.39 4.10

362.35 314.02 4.10A

452.25 391.93 4.11

440.25 381.53 4.11A

15.00 13.00 4.12 CS-20

113.85 98.67 4.13

142.00 123.06 13.50.2 CS-21

385.25 333.87 4.16

681.65 590.74 4.17

631.25 547.06 4.17A

596.60 517.03 4.17B

61.85 53.60 4.18 CS-18

0.00
 0.00

0.00

8033.20 6961.78 4.20.1.1

8174.75 7084.45 4.20.1.2
8387.15 7268.52 4.20.1.3
8599.50 7452.55 4.20.1.4
0.00
8314.15 7205.26 4.20.2.1 CS-14

8455.75 7327.97 4.20.2.2 CS-14

8668.10 7512.00 4.20.2.3 CS-14

8880.45 7696.03 4.20.2.4 CS-14

0.00

0.00
 0.00

0.00
7103.00 6155.65 4.20A.1.1 CS-
18
0.00

7998.95 6932.10 4.20A.1.2

0.00

8211.30 7116.13 4.20A.1.3

0.00

8423.65 7300.16 4.20A.1.4

0.00

0.00
7383.95 6399.12 4.20A.2.1 CS-
14
0.00

8279.90 7175.58 4.20A.2.2 CS-

14
0.00

8492.25 7359.61 4.20A.2.3 CS-

14
0.00

8704.65 7543.68 4.20A.2.4 CS-

14
0.00

0.00
0.00

8364.20 7248.64 5.1.2

 8180.85 7089.74 5.1.2A

7945.65 6885.91 5.1.3

7752.70 6718.69 5.1.3A

0.00

9861.70 8546.41 5.2.2 CS-15

9678.35 8387.51 5.2.2A CS15

10391.40 9005.46 5.3 CS-15

10208.10 8846.61 5.3A CS15

8179.40 7088.48 5.4 CS15

7996.10 6929.63 5.4A CS15

10967.85 9505.03 5.5 CS-15

10784.50 9346.13 5.5A CS15

10086.10 8740.88 5.6 CS-15

9902.75 8581.98 5.6A CS15

7852.75 6805.40 5.7 CS-18

7669.40 6646.50 5.7A

10356.80 8975.47 5.8 CS-15

10173.45 8816.58 5.8A CS15

 0.00

332.10 287.81 5.9.1 CS-15

702.00 608.37 5.9.2 CS-15

766.55 664.31 5.9.3

766.55 664.31 5.9.4
608.35 527.21 5.9.5
804.25 696.98 5.9.6
657.70 569.98 5.9.7 CS-20
652.80 565.73 5.9.8
1825.80 1582.29 5.9.9 CS-20
575.75 498.96 5.9.10 CS-20
669.55 580.25 5.9.11
246.40 213.54 5.9.12
1100.40 953.64 5.9.13

0.00

61.59 53.38 5.9.14.1

133.91 116.05 5.9.14.11
220.08 190.73 5.9.14.13
133.91 116.05 5.9.14.2
153.31 132.86 5.9.14.3

153.31 132.86 5.9.14.4

121.67 105.44 5.9.14.5

160.85 139.40 5.9.14.6

131.55 114.00 5.9.14.7

332.10 287.81 5.9.15 CS-15

0.00
181.90 157.64 5.9.16.1
772.10 669.12 5.9.16.2
769.30 666.70 5.9.17

827.15 716.83 5.9.18

821.35 711.80 5.9.19 CS-20

853.75 739.88 5.9.20

699.45 606.16 5.9.21

0.00

135.75 117.64 5.10.1

149.10 129.21 5.10.2

 161.15 139.66 5.10.3

174.55 151.27 5.10.4

0.00

319.25 276.67 5.11.1

9673.50 8383.31 5.12

9491.20 8225.32 5.12A

12815.35 11106.12 5.13 CS-15

12632.40 10947.57 5.13A CS15

16067.30 13924.34 5.14 CS-20

15883.95 13765.45 5.14A CS-20

12489.65 10823.86 5.15 CS-20

12306.30 10664.96 5.15A CS-20

18038.45 15632.59 5.16 CS-20

17855.10 15473.70 5.16A CS-20

10897.75 9444.28 5.17 CS-18

10714.40 9285.38 5.17A CS15

0.00

1580.90 1370.05 5.18.1

1430.30 1239.54 5.18.2
1291.50 1119.25 5.18.3 CS-18
14192.05 12299.20 5.19 CS-18

14008.70 12140.31 5.19A CS-18

8874.70 7691.05 5.20 CS-18

8691.35 7532.15 5.20A

448.80 388.94 5.21

0.00

88.95 77.09 5.22.1

87.50 75.83 5.22.2
89.65 77.69 5.22.3
89.65 77.69 5.22.4
 94.10 81.55 5.22.5
89.65 77.69 5.22.6

0.00

88.95 77.09 5.22A.1

87.50 75.83 5.22A.2

89.65 77.69 5.22A.3

89.65 77.69 5.22A.4

94.10 81.55 5.22A.5

89.65 77.69 5.22A.6

0.00

83.15 72.06 5.22B.1

0.00

83.15 72.06 5.22C.1

253.05 219.30 5.23

133.90 116.04 5.24

729.40 632.12 5.25

63877.35 55357.79 5.26
22400.50 19412.86 5.27 CS-20

567.25 491.59 5.28

0.00
 0.00

210.90 182.77 5.29.1.1

283.65 245.82 5.29.1.2 CS-20

0.00

515.80 447.01 5.29.2.1

685.15 593.77 5.29.2.2 CS-18

0.00
200.50 173.76 5.29.3.1
269.75 233.77 5.29.3.2
64.70 56.07 5.30
0.00

905.50 784.73 5.31

385.25 333.87 5.32

 0.00

0.00

0.00
7997.30 6930.67 5.33.1.1
8825.35 7648.28 5.33.1.2

8740.90 7575.09 5.33.1.3

8882.45 7697.76 5.33.1.4

9024.05 7820.48 5.33.1.5
0.00
8964.75 7769.09 5.33.2.1 CS-15

9106.35 7891.80 5.33.2.2 CS-15

9247.90 8014.47 5.33.2.3 CS-15

 9389.50 8137.19 5.33.2.4 CS-15

9531.05 8259.86 5.33.2.5 CS-15

0.00

0.00

0.00

8320.05 7210.37 5.33A.1.1

0.00
8781.45 7610.23 5.33A.2.1 CS-
15
688.45 596.63 5.35

28462.95 24666.74 5.36 CS-15

28279.60 24507.84 5.36A CS15

280.95 243.48 5.38

0.00

57.50 49.83 5.41.1

0.00

102.60 88.92 5.42.1 CS-18

143.00 123.93 5.42.2
204.95 177.62 5.42.3
239.85 207.86 5.42.4
 288.80 250.28 5.42.5
0.00

747.30 647.63 5.43.1 CS-18

1053.40 912.90 5.43.2

0.00

0.00

5800.15 5026.56 5.44.1

7092.60 6146.63 5.44.2
9074.10 7863.85 5.44.3
 0.00

4835.50 4190.57 5.45.1

5438.90 4713.49 5.45.2
6272.45 5435.87 5.45.3

0.00

0.00

5424.20 4700.75 5.46.1

6032.95 5228.31 5.46.2
7198.30 6238.24 5.46.3

0.00

693.85 601.31 5.47.1 CS-15

618.50 536.01 5.47.2 CS-15

3141.40 2722.42 5.47.3

0.00

0.00

7734.60 6703.01 5.48.1

 8807.25 7632.59 5.48.2
676.50 586.27 5.48.3

0.00

0.00

17310.65 15001.86 5.49

0.00
0.00
0.00

6882.00 5964.12 6.1.1

6658.25 5770.21 6.1.2
0.00

5746.80 4980.33 6.2.1

5549.95 4809.73 6.2.2

0.00
 8030.60 6959.53 6.3.1

7814.65 6772.38 6.3.2

0.00

8512.10 7376.81 6.4.1

8288.40 7182.94 6.4.2 CS-18

142.00 123.06 6.5

193.80 167.95 6.6

273.45 236.98 6.7

776.00 672.50 6.8 CS-15

13378.10 11593.81 6.9

16714.70 14485.40 6.10

575.75 498.96 6.11 CS-20

0.00

862.90 747.81 6.12.1

837.85 726.10 6.12.2

0.00

1043.10 903.98 6.13.1

 1018.05 882.27 6.13.2

12.60 10.92 6.14

86.45 74.92 6.15

0.00

10321.40 8944.80 6.16.1

9963.45 8634.59 6.16.2

9963.45 8634.59 6.17

11659.70 10104.60 6.18

16791.85 14552.26 6.20 CS-18

20135.45 17449.91 6.21

779.70 675.71 6.22 CS-15

645.95 559.80 6.23

0.00

905.50 784.73 6.24

385.25 333.87 6.25

0.00
6849.55 5936.00 6.26.1 CS-18

8565.95 7423.48 6.26.2

0.00

5588.65 4843.27 6.27.1

7218.75 6255.96 6.27.2

0.00

6500.85 5633.81 6.28.1

8130.95 7046.49 6.28.2 CS-18

0.00

6240.20 5407.92 6.29.1 CS-18

8339.65 7227.36 6.29.2

0.00

6439.20 5580.38 6.30.1

8069.30 6993.07 6.30.2

0.00

6240.20 5407.92 6.31.1 CS-18

7870.35 6820.65 6.31.2

0.00
 8414.65 7292.36 6.32.1

8190.90 7098.45 6.32.2

0.00

7873.20 6823.12 6.34.1

7676.30 6652.48 6.34.2

0.00

8589.95 7444.28 6.35.1

8393.05 7273.64 6.35.2

0.00

6528.70 5657.94 6.36.1

11763.25 10194.34 6.37

8890.80 7705.00 6.38 CS2

870.10 754.05 6.40

 149.30 129.39 6.41

55.95 48.49 6.44 CS-20

0.00

994.75 862.08 6.45.1

969.65 840.32 6.45.2

7213.50 6251.41 6.47

0.00

0.00
0.00

6653.45 5766.05 7.1.1

0.00

8275.70 7171.94 7.2.1

0.00
787.05 682.08 7.4.1
2160.20 1872.09 7.4.2

888.30 769.82 7.5

0.00
7914.50 6858.91 7.6.1
0.00
7380.35 6396.00 7.7.1
0.00

9508.65 8240.45 7.8.1

8974.50 7777.54 7.8.2

0.00
 873.05 756.61 7.10.1
2450.90 2124.01 7.10.2
962.90 834.47 7.11

0.00

0.00
50997.00 44195.34 7.12.1.1 CS-18

73291.00 63515.90 7.12.1.2 CS-18

0.00
69931.00 60604.04 7.12.2.1 CS-18

92225.00 79924.60 7.12.2.2 CS-18

0.00

0.00
57118.00 49499.96 7.13.1.1 CS-18

79413.00 68821.39 7.13.1.2 CS-18

0.00
76052.00 65908.66 7.13.2.1 CS-18

98347.00 85230.09 7.13.2.2 CS-18

0.00

0.00
89553.00 77608.98 7.14.1.1 CS-18

111847.00 96929.54 7.14.1.2 CS-18

0.00
135358.00 117304.79 7.14.2.1 CS-18
157652.00 136625.36 7.14.2.2 CS-18

0.00

0.00
48226.00 41793.92 7.15.1.1 CS-18

70251.00 60881.36 7.15.1.2 CS-18

0.00
64391.00 55802.93 7.15.2.1 CS-18

86685.00 75123.49 7.15.2.2 CS-18

142.00 123.06 13.50.2 CS-21

0.00

2545.00 2205.56 7.17.1 CS-18

1771.00 1534.80 7.18 CS-18

575.75 498.96 7.19 CS-20

0.00

72676.00 62982.93 7.20.1 CS-18

94970.00 82303.49 7.20.2 CS-18

0.00
3319.00 2876.33 7.21.1
9402.00 8148.02 7.21.2 CS-18
 249.95 216.61 7.22

2545.00 2205.56 7.24 CS-18

48.55 42.07 7.26

0.00

0.00

2297.90 1991.42 7.28.1.1

0.00
2334.65 2023.27 7.28.2.1

0.00

1448.05 1254.92 7.29.1

1480.15 1282.74 7.29.2

1703.00 1475.86 7.30

5362.25 4647.07 7.31

0.00
72092.75 62477.47 7.32.1 CS-20

94386.75 81798.03 7.32.2 CS-20

0.00

12241.75 10609.02 7.33.1 CS-18

12271.15 10634.50 7.33.2

905.50 784.73 7.34

385.25 333.87 7.35

0.00

0.00
2675.70 2318.83 7.38.1.1
2346.55 2033.58 7.38.1.2
0.00
0.00
0.00

0.00

4827.40 4183.55 8.1.1.1

4998.10 4331.48 8.1.1.2
 0.00

0.00

2906.40 2518.76 8.2.1.1 CS-18

2639.40 2287.37 8.2.1.2 CS-18

0.00
4679.35 4055.25 8.2.2.1
4425.35 3835.12 8.2.2.2

0.00
3555.45 3081.25 8.2.3.1
3301.50 2861.17 8.2.3.2 CS-18
0.00

244.90 212.24 8.3.1

418.85 362.99 8.3.2

475.55 412.12 8.4

808.15 700.36 8.5

417.60 361.90 8.6

0.00

639.05 553.82 8.7.1

 624.95 541.60 8.7.2

0.00

0.00

30.75 26.65 8.8.1.1

33.80 29.29 8.8.1.2
52.85 45.80 8.8.1.3
0.00

0.00
2707.80 2346.65 8.9.1.1
3105.50 2691.31 8.9.1.2

0.00

3061.20 2652.92 8.10.1

3542.85 3070.33 8.10.2
0.00

9278.95 8041.38 8.11.1

0.00

0.00
4824.75 4181.25 8.14.1.1
4676.00 4052.34 8.14.1.2 CS-18

4527.60 3923.74 8.14.1.3 CS-18

4378.65 3794.65 8.14.1.4

4229.85 3665.70 8.14.1.5

0.00
6651.90 5764.71 8.14.2.1
6503.15 5635.80 8.14.2.2
6354.75 5507.19 8.14.2.3
6205.80 5378.11 8.14.2.4
6057.00 5249.16 8.14.2.5
0.00
6385.60 5533.93 8.14.3.1
6013.95 5211.85 8.14.3.2

5643.10 4890.46 8.14.3.3 CS-18

5269.75 4566.90 8.14.3.4

4898.65 4245.30 8.14.3.5

0.00
8212.75 7117.38 8.14.4.1
7841.10 6795.30 8.14.4.2
7470.25 6473.91 8.14.4.3 CS-18

7096.85 6150.32 8.14.4.4 CS-18

6725.80 5828.75 8.14.4.5

0.00

2757.45 2389.68 8.14.5.1

2639.45 2287.42 8.14.5.2

624.95 541.60 8.15

37.60 32.59 8.16

2599.00 2252.36 8.17 CS-20

0.00

0.00

3122.30 2705.87 8.18.1.1

140.85 122.06 8.19
 0.00

2459.65 2131.60 8.20.1 CS-18

2577.70 2233.90 8.20.2

0.00

220.00 190.66 8.21

365.65 316.88 8.22

35.50 30.77 8.23

0.00

19.30 16.73 8.24.1

20.75 17.98 8.24.2

24.75 21.45 8.24.3
 26.10 22.62 8.24.4

0.00

6187.90 5362.60 8.25.1

4106.45 3558.76 8.25.2

3330.20 2886.04 8.25.3

2220.05 1923.95 8.25.4

0.00

1216.35 1054.12 8.26.1

 1304.65 1130.64 8.26.2

1731.45 1500.52 8.26.3

0.00

163813.95 141965.46 8.27.1 CS-20

0.00

1645.80 1426.29 8.28.1

1549.45 1342.79 8.29

0.00

1723.05 1493.24 8.30.1

2149.85 1863.12 8.30.2
1063.45 921.61 8.31

0.00

0.00
 0.00

0.00

4474.20 3877.46 8.32

0.00
0.00
0.00

131576.65 114027.78 9.1.1 CS-18

106721.10 92487.30 9.1.2 CS-18
74200.55 64304.14 9.1.3 CS-18
115052.50 99707.51 9.2 CS-18

0.00

97078.40 84130.69 9.3.1 CS-18

64332.20 55751.97 9.3.2

 0.00

13157.65 11402.76 9.4.1 CS-20

10672.10 9248.72 9.4.2 CS-20

7420.25 6430.58 9.4.3 CS-20

0.00

0.00
3704.45 3210.37 9.5.1.1

3360.70 2912.47 9.5.1.2

0.00
2511.95 2176.92 9.5.2.1

2333.50 2022.27 9.5.2.2

0.00

3259.05 2824.38 9.5.3.1

2976.40 2579.43 9.5.3.2

0.00

2682.05 2324.33 9.6.1

2815.85 2440.29 9.6.2

3070.05 2660.59 9.6.3 CS-18

0.00

2998.30 2598.41 9.7.1

2039.80 1767.74 9.7.2

0.00

2366.35 2050.74 9.7.3.1

2400.40 2080.25 9.7.3.2

0.00
2570.70 2227.84 9.7.4.1

0.00
1399.80 1213.10 9.7.5.1

1711.15 1482.93 9.7.5.2

1743.60 1511.05 9.7.5.3

1727.40 1497.01 9.7.5.4

0.00

1946.30 1686.71 9.7.6.1

0.00

1897.10 1644.08 9.7.7.1

2231.20 1933.62 9.7.7.2

1521.65 1318.70 9.7.8 CS-18

0.00

0.00

4458.40 3863.77 9.9.1.1

4065.50 3523.27 9.9.1.2
0.00

3100.55 2687.02 9.9.2.1

2896.60 2510.27 9.9.2.2
0.00
3951.85 3424.78 9.9.3.1

3628.80 3144.81 9.9.3.2

0.00

2682.05 2324.33 9.10.1

0.00

275.60 238.84 9.11.1

148.50 128.69 9.12

-48.15 -41.73 9.13

 147.20 127.57 9.14 CS-18

0.00
0.00
-202.55 -175.54 9.15.1.1

0.00

-55.40 -48.01 9.15.2.1

0.00

0.00

3918.85 3396.18 9.16.1.1

4061.20 3519.54 9.16.1.2

0.00

3751.10 3250.80 9.16.2.1

3791.20 3285.55 9.16.2.2

0.00

667.10 578.13 9.17.1

869.10 753.18 9.17.2

0.00

1089.35 944.06 9.18.1 CS-18

1501.05 1300.85 9.18.2 CS-18

 0.00

3086.10 2674.50 9.20.1

2818.50 2442.59 9.20.2

2512.35 2177.27 9.20.3

0.00

2015.75 1746.90 9.21.1

1881.95 1630.95 9.21.2

1830.00 1585.93 9.21.3

0.00

408.05 353.63 9.22.1

401.40 347.86 9.23

0.00

173.95 150.75 9.24.1

180.65 156.56 9.24.2 CS-18

0.00

354.55 307.26 9.25.1

93.65 81.16 9.26

0.00

0.00
4342.30 3763.15 9.27.1.1.1

3140.15 2721.34 9.27.1.1.2

3893.35 3374.08 9.27.1.1.3

4489.45 3890.68 9.27.1.2.1

3287.30 2848.86 9.27.1.2.2

4040.55 3501.65 9.27.1.2.3

0.00
3863.65 3348.34 9.27.2.1.1

2834.60 2456.54 9.27.2.1.2

3479.40 3015.34 9.27.2.1.3

4010.85 3475.91 9.27.2.2.1

2981.80 2584.11 9.27.2.22 CS-

18
3626.55 3142.86 9.27.2.2.3

0.00

2682.05 2324.33 9.31.1

2427.85 2104.04 9.31.2

0.00
 0.00
191.55 166.00 9.40.1.1
239.20 207.30 9.40.1.2

0.00
157.85 136.80 9.40.2.1
183.05 158.64 9.40.2.2

0.00

2622.20 2272.47 9.41.1

511.60 443.37 9.42 CS-18

626.55 542.98 9.43

0.00

33.20 28.77 9.44.1

107.05 92.77 9.44.2
61.50 53.30 9.45

0.00

274.90 238.24 9.46.1

375.25 325.20 9.46.2

482.30 417.97 9.46.3
0.00

152.65 132.29 9.47.1

159.35 138.10 9.47.2
0.00

181.00 156.86 9.48.1

 197.70 171.33 9.48.2

1277.65 1107.24 9.49

1484.70 1286.68 9.50

0.00

1164.90 1009.53 9.51.1

812.45 704.09 9.51.2 CS-18

-161.90 -140.31 9.52

194.35 168.43 9.53

0.00

95406.90 82682.12 9.54.1

62238.20 53937.26 9.54.2 CS-18

0.00

48.00 41.60 9.55.1

39.05 33.84 9.55.2
32.75 28.38 9.55.3
16.35 14.17 9.55.4

0.00

60.70 52.60 9.56.1

52.40 45.41 9.56.2
40.00 34.67 9.56.3

21.80 18.89 9.56.4

0.00

47.05 40.77 9.57.1

40.60 35.19 9.57.2

34.30 29.73 9.57.3

16.95 14.69 9.57.4
 0.00

77.70 67.34 9.58.1

73.00 63.26 9.58.2

64.30 55.72 9.58.3
56.90 49.31 9.58.4

0.00

251.70 218.13 9.59.1

224.95 194.95 9.59.2
196.70 170.47 9.59.3
0.00

278.45 241.31 9.60.1

251.70 218.13 9.60.2

223.45 193.65 9.60.3
0.00

282.95 245.21 9.61.1

282.95 245.21 9.61.2
299.00 259.12 9.61.3
0.00

180.55 156.47 9.62.1

165.90 143.77 9.62.2
0.00

74.65 64.69 9.63.1

61.05 52.91 9.63.2

53.05 45.97 9.63.3
39.10 33.89 9.63.4
108.65 94.16 9.64

0.00

82.40 71.41 9.65.1

69.00 59.80 9.65.2
0.00

35.20 30.51 9.66.1

28.25 24.48 9.66.2
 24.25 21.02 9.66.3
0.00

29.15 25.26 9.67.1

26.00 22.53 9.67.2

22.10 19.15 9.67.3

0.00

59.25 51.35 9.68.1

51.90 44.98 9.68.2
45.20 39.17 9.68.3
88.95 77.09 9.69

0.00

95.50 82.76 9.70.1

86.15 74.66 9.70.2

64.20 55.64 9.70.3
36.00 31.20 9.70.4
0.00

104.20 90.30 9.71.1

85.45 74.05 9.71.2

70.90 61.44 9.71.3
0.00
228.90 198.37 9.72.1
157.45 136.45 9.72.2

175.70 152.27 9.72.3

125.90 109.11 9.72.4
147.45 127.78 9.72.5

86.15 74.66 9.72.6

34.75 30.12 9.72.7

0.00

394.95 342.27 9.73.1

353.45 306.31 9.73.2
325.35 281.96 9.73.3
288.95 250.41 9.73.4
 0.00

374.35 324.42 9.74.1

300.55 260.46 9.74.2

232.30 201.32 9.74.3
160.30 138.92 9.74.4
0.00

273.20 236.76 9.75.1

259.80 225.15 9.75.2

723.80 627.26 9.76

603.40 522.92 9.77

1004.80 870.79 9.78

0.00

264.90 229.57 9.79.1

306.40 265.53 9.79.2

313.10 271.34 9.79.3 CS-18

333.15 288.72 9.79.4
63.65 55.16 9.80

0.00

205.10 177.75 9.81.1

189.85 164.53 9.81.2

149.70 129.73 9.81.3

109.60 94.98 9.82

1025.65 888.86 9.83

856.30 742.09 9.84

76.30 66.12 9.85

0.00

186.80 161.89 9.86.1

149.90 129.91 9.86.2
143.20 124.10 9.86.3
0.00

118.60 102.78 9.87.1

107.45 93.12 9.87.2

94.75 82.11 9.87.3
817.45 708.42 9.88 CS-18

857.60 743.22 9.89

0.00

272.95 236.55 9.90.1

286.30 248.12 9.90.2
321.10 278.27 9.90.3
355.90 308.43 9.90.4
122.50 106.16 9.91

0.00
226.50 196.29 9.92.1
199.20 172.63 9.92.2

179.15 155.26 9.92.3

140.80 122.02 9.93

0.00

207.70 180.00 9.94.1

180.95 156.82 9.94.2

154.15 133.59 9.94.3
 0.00

138.55 120.07 9.95.1

116.20 100.70 9.95.2
106.85 92.60 9.95.3

97.60 84.58 9.95.4

90.40 78.34 9.95.5

79.05 68.51 9.95.6

72.45 62.79 9.95.7
68.45 59.32 9.95.8
0.00

260.30 225.58 9.96.1

234.90 203.57 9.96.2
0.00

117.65 101.96 9.97.1

104.40 90.48 9.97.2

 90.80 78.69 9.97.3

75.55 65.47 9.97.4

58.65 50.83 9.97.5

89.90 77.91 9.98

212.85 184.46 9.99

0.00

60.05 52.04 9.100.1

53.25 46.15 9.100.2
46.30 40.12 9.100.3
0.00

35.50 30.77 9.101.1

62.25 53.95 9.101.2

64.55 55.94 9.102

 739.80 641.13 9.103

139.70 121.07 9.104

0.00

1797.65 1557.89 9.105.1

1530.05 1325.98 9.105.2

1877.90 1627.44 9.105.3

1744.10 1511.48 9.105.4

1730.75 1499.91 9.105.5

0.00

35.40 30.68 9.106.1

35.40 30.68 9.106.2
0.00

64.05 55.51 9.107.1

 76.50 66.30 9.107.2

0.00

58.85 51.00 9.108.1

92.75 80.38 9.108.2
34.45 29.86 9.109

600.20 520.15 9.110 CS-18

 0.00

310.40 269.00 9.111.1

85.60 74.18 9.112

721.75 625.49 9.113

0.00
 44.85 38.87 9.114.1

34.15 29.60 9.114.2

355.05 307.70 9.115

17.65 15.30 9.116

0.00

232.55 201.53 9.117.1

 280.70 243.26 9.117.2

0.00

1790.65 1551.82 9.118.1

2008.55 1740.66 9.118.2

2612.20 2263.80 9.118.3

408.25 353.80 9.119

0.00

0.00

0.00

2455.10 2127.65 9.120.1

2455.10 2127.65 9.120.2

702.60 608.89 9.121

0.00

3496.75 3030.38 9.122.1

3963.70 3435.05 9.122.2

614.00 532.11 9.123 CS2

 111.00 96.20 9.123 CS2

0.00

0.00

3553.95 3079.95 9.124.1 CS2

3687.75 3195.90 9.124.2 CS2

3955.35 3427.81 9.124.3 CS2

1293.05 1120.59 9.125

0.00
2100.40 1820.26 9.126.1

2338.80 2026.87 9.126.2 CS-18

0.00

890.55 771.77 9.127.1

764.00 662.10 9.127.2

1982.70 1718.26 9.129

0.00

1668.30 1445.79 9.130.1

1567.95 1358.83 9.130.2

0.00

1559.05 1351.11 9.131.1

530.30 459.57 9.132

0.00

0.00

1503.55 1303.02 9.133.1.1 CS-

18
0.00
1209.10 1047.84 9.133.2.1

1201.70 1041.42 9.133.2.2

0.00

1091.30 945.75 9.133.3.1

0.00

0.00

4484.65 3886.52 9.134.1.11

3282.50 2844.70 9.134.1.12

4035.75 3497.49 9.134.1.13

4631.80 4014.04 9.134.1.21
3429.70 2972.27 9.134.1.22

4182.90 3625.01 9.134.1.23

0.00
4006.05 3471.75 9.134.2.11

2976.95 2579.90 9.134.2.12

3621.75 3138.70 9.134.2.13

4153.20 3599.27 9.134.2.21

3124.15 2707.47 9.134.2.22

3768.90 3266.23 9.134.2.23

0.00

1404.25 1216.96 9.135.1

1051.75 911.47 9.135.2

1462.75 1267.66 9.136

6444.95 5585.36 9.137

 0.00

35982.00 31182.94 9.138

7145.90 6192.82 9.139

0.00

1084.60 939.94 9.140.1

462.25 400.60 9.141

0.00

3467.20 3004.77 9.142.1

4018.40 3482.45 9.142.2

545.60 472.83 9.143

3654.45 3167.04 9.144

611.20 529.68 9.145

3954.15 3426.77 9.146

 0.00

0.00

0.00

0.00

0.00

0.00

0.00

7517.00 6514.43 9.147.A1.1

7934.00 6875.81 9.147.A1.2

8451.00 7323.86 9.147.A1.3

0.00

7089.00 6143.51 9.147.A2.1

 7523.00 6519.63 9.147.A2.2

0.00

9268.00 8031.89 9.147.A3.1

9500.00 8232.95 9.147.A3.2

0.00

9708.00 8413.21 9.147.A4.1

10020.00 8683.59 9.147.A4.2

10814.00 9371.70 9.147.A4.3

0.00

7683.00 6658.29 9.147.A5.1

7838.00 6792.62 9.147.A5.2

8599.00 7452.12 9.147.A5.3

0.00

7090.00 6144.38 9.147.B1.1

6603.00 5722.33 9.147.B1.2

0.00

6399.00 5545.54 9.147.B2.1

6119.00 5302.89 9.147.B2.2

0.00

8950.00 7756.30 9.147.B3.1

8387.00 7268.39 9.147.B3.2

0.00

7351.00 6370.57 9.147.B4.1

6722.00 5825.46 9.147.B4.2

0.00

7566.00 6556.89 9.147.C1.1

7289.00 6316.84 9.147.C1.2

6439.00 5580.21 9.147.C1.3

5077.00 4399.86 9.147.C1.4

0.00

8351.00 7237.20 9.147.C2.1

7953.00 6892.28 9.147.C2.2

7091.00 6145.25 9.147.C2.3

5490.00 4757.78 9.147.C2.4

 0.00

11765.00 10195.86 9.147.D1.1

11386.00 9867.41 9.147.D1.2

10576.00 9165.44 9.147.D1.3

0.00

13207.00 11445.53 9.147.E1.1

11765.00 10195.86 9.147.E1.2

12294.00 10654.30 9.147.E1.3

0.00

11939.00 10346.65 9.147.E2.1

10845.00 9398.56 9.147.E2.2

11319.00 9809.34 9.147.E2.3

 0.00

10730.00 9298.90 9.147.E3.1

10010.00 8674.93 9.147.E3.2

10544.00 9137.71 9.147.E3.3

0.00

8967.00 7771.04 9.147.E4.1

8171.00 7081.20 9.147.E4.2

8578.00 7433.92 9.147.E4.3

0.00

9526.00 8255.48 9.147.E5.1

8749.00 7582.11 9.147.E5.2

8555.00 7413.99 9.147.E5.3

0.00

19859.00 17210.33 9.147.E6.1

0.00
17955.00 15560.27 9.147.E7.1

0.00

16701.00 14473.52 9.147.E8.1

0.00

10655.00 9233.90 9.147.F1.1

10394.00 9007.71 9.147.F1.2

0.00

10086.00 8740.79 9.147.F2.1

9867.00 8551.00 9.147.F2.2

0.00

16848.00 14600.92 9.147.F3.1

 0.00

0.00

0.00

0.00

10443.75 9050.83 9.147A.1

9635.40 8350.29 9.147A.2

7776.70 6739.49 9.147A.3

10347.05 8967.02 9.147A.4

10746.90 9313.55 9.147A.5

8135.75 7050.65 9.147A.6

0.00

0.00

0.00

7249.90 6282.95 9.147B.1

 0.00

0.00

0.00

10284.70 8912.99 9.147C.1

10451.95 9057.93 9.147C.2

0.00

0.00

0.00
 7634.10 6615.91 9.147D.1

10030.30 8692.52 9.147D.2

7821.15 6778.01 9.147D.3

9642.60 8356.53 9.147D.4

9183.30 7958.49 9.147D.5

0.00

0.00
 0.00

7798.30 6758.21 9.147E.1

6783.70 5878.93 9.147E.2

0.00

0.00

0.00

6882.40 5964.47 9.147F.1

6140.90 5321.86 9.147F.2

6940.45 6014.78 9.147F.3

8766.80 7597.54 9.147F.4

0.00

311.80 270.21 9.148.1

345.25 299.20 9.148.2
376.00 325.85 9.148.3

511.15 442.98 9.148.4

516.50 447.61 9.148.5

188.55 163.40 9.149

167.15 144.86 9.150

94.90 82.24 9.151

155.10 134.41 9.152

161.80 140.22 9.153

 133.35 115.56 9.154

1693.30 1467.46 9.155

0.00

921.35 798.47 9.156.1

1120.50 971.05 9.156.2

0.00

1260.70 1092.56 9.157.1

1679.45 1455.46 9.157.2

0.00

1065.15 923.09 9.158.1

1275.60 1105.47 9.158.2

1709.75 1481.71 9.158.3
1890.90 1638.70 9.159
 0.00

1834.45 1589.78 9.160.1

2268.60 1966.03 9.160.2

9736.05 8437.52 9.162

1791.05 1552.17 9.163

0.00

39995.80 34661.41 9.164

0.00
100.45 87.05 9.165.1

75.70 65.60 9.165.2

0.00
0.00
0.00

0.00

0.00

0.00

0.00

0.00
0.00
0.00
0.00

0.00
0.00
0.00
0.00
0.00
0.00

0.00
0.00

0.00

0.00

0.00
0.00
0.00

0.00
0.00

0.00
0.00
0.00

0.00

0.00
0.00

0.00

0.00

0.00
 0.00

0.00

0.00

0.00
0.00
0.00
0.00
0.00
0.00
0.00

0.00
0.00
48.95 42.42 9.165.3
0.00

153.15 132.72 9.170.1

749.70 649.71 9.172

0.00

0.00
93.05 80.64 10.1
 119.95 103.95 10.2

9397.35 8143.99 10.3

5374.35 4657.55 10.4

0.00

4781.15 4143.47 10.5.1

4615.40 3999.83 10.5.2 CS-20

0.00

3008.80 2607.50 10.6.1

2868.30 2485.74 10.6.2
2718.90 2356.27 10.6.3
424.20 367.62 10.7
0.00
1108.70 960.83 10.8.1

1108.70 960.83 10.8.2

668.95 579.73 10.9

0.00
 69.35 60.10 10.10.1

34.40 29.81 10.10.2

0.00

111.70 96.80 13.50.2 CS-21

109.15 94.59 10.11.2

46.00 39.86 10.12 CS-18

0.00

114.65 99.36 10.13.1

109.35 94.77 10.13.2

0.00

0.00
444.50 385.22 10.14.1.1
433.15 375.38 10.14.1.2

0.00
471.25 408.40 10.14.2.1
459.90 398.56 10.14.2.2
 0.00
511.40 443.19 10.14.3.1

500.05 433.36 10.14.3.2

0.00

146.15 126.66 10.15.1 CS-18

133.60 115.78 10.15.2

0.00

154.90 134.24 10.16.1

168.95 146.42 10.16.2

141.35 122.50 10.16.3 CS-18

185.95 161.15 10.17

185.20 160.50 10.18

88.50 76.70 10.19

140.15 121.46 10.20
237.85 206.13 10.21

3.40 2.95 10.22

0.00

102.25 88.61 10.25.1

142.30 123.32 10.25.2

0.00
 157.15 136.19 10.26.1
150.40 130.34 10.26.2
180.20 156.17 10.26.3

0.00

111.70 96.80 10.27.1

117.30 101.66 10.27.2

144.60 125.31 10.27.3

156.35 135.50 10.27.4

191.95 166.35 10.27.5
612.25 530.59 10.28

0.00

732.20 634.54 10.29.1

971.55 841.97 10.29.2

0.00

940.30 814.89 10.30.1

1243.50 1077.65 10.30.2

103.80 89.96 10.31 CS-20

0.00

0.00
0.00
937.00 812.03 11.1.1

898.20 778.40 11.1.2

733.30 635.50 11.2

0.00

545.00 472.31 11.3.1

855.90 741.75 11.4

928.65 804.79 11.5

 0.00

570.75 494.63 11.6.1

7958.65 6897.17 11.7

69.30 60.06 11.8

0.00

917.50 795.13 11.9.1

947.30 820.96 11.9.2

929.00 805.10 11.9.3
925.75 802.28 11.9.4
913.70 791.84 11.9.5
889.85 771.17 11.9.6
0.00

922.80 799.72 11.10.1

965.35 836.60 11.10.2
939.20 813.94 11.10.3
931.30 807.09 11.10.4
917.40 795.04 11.10.5
883.35 765.53 11.10.6
 0.00

955.80 828.32 11.11.1

1015.40 879.97 11.11.2
978.80 848.25 11.11.3
968.20 839.07 11.11.4
948.20 821.73 11.11.5
900.95 780.79 11.11.6

0.00

0.00

1563.70 1355.14 11.12.1.1

1593.50 1380.97 11.12.1.2

1575.20 1365.11 11.12.1.3

1569.65 1360.30 11.12.1.4
1559.90 1351.85 11.12.1.5
1536.05 1331.18 11.12.1.6
 0.00

79.50 68.90 11.13.1

80.45 69.72 11.14

0.00

1461.65 1266.70 11.15.1

0.00

1309.90 1135.19 11.16.1

1260.55 1092.43 11.16.2

1218.65 1056.11 11.16.3
1163.20 1008.06 11.16.4
102.10 88.48 11.17
0.00

2027.75 1757.30 11.18.1

1968.45 1705.91 11.18.2
1920.30 1664.18 11.18.3
1850.45 1603.65 11.18.4
 0.00

1295.20 1122.45 11.19.1

1312.10 1137.10 11.19.2

1240.75 1075.27 11.19.3

1185.30 1027.21 11.19.4

0.00

1233.05 1068.59 11.20.1

1160.00 1005.29 11.20.2

983.95 852.72 11.20.3

 928.50 804.66 11.20.4

0.00

0.00

1515.45 1313.33 11.21.1.1

0.00
1637.70 1419.27 11.21.2.1
 0.00

0.00

1298.80 1125.57 11.22.1.1

0.00

3377.45 2926.99 11.23.1

1992.70 1726.93 11.23.2

2608.15 2260.29 11.23.3

2685.05 2326.93 11.23.4

2100.40 1820.26 11.23.5
2200.40 1906.92 11.23.6
593.30 514.17 11.24

701.50 607.94 11.25

0.00

1706.60 1478.98 11.26.1

2038.55 1766.66 11.27
 0.00

988.35 856.53 11.28.1

1017.80 882.05 11.28.2
0.00

1193.30 1034.15 11.29.1

1222.75 1059.67 11.29.2
0.00

1292.00 1119.68 11.30.1

1321.45 1145.20 11.30.2

157.35 136.36 11.31

36.35 31.50 11.32

0.00

4187.95 3629.39 11.33.1

2800.10 2426.64 11.33.2

10543.40 9137.19 11.34

142.85 123.80 11.35

935.60 810.82 11.37

 938.50 813.33 11.37A

1107.05 959.40 11.38

1142.80 990.38 11.39

1225.10 1061.70 11.40

0.00

1334.35 1156.38 11.41.1

1416.65 1227.71 11.41.2

1879.95 1629.21 11.41.3
2551.95 2211.59 11.41.4
0.00

0.00
1286.60 1115.00 11.41A.1.1
1372.80 1189.70 11.41A.1.2
1407.05 1219.39 11.41A.1.3
1702.05 1475.04 11.41A.1.4
1633.45 1415.59 11.41A.1.5

0.00
1338.50 1159.98 11.41A.2.1

1612.75 1397.65 11.41A.2.2

1544.20 1338.24 11.41A.2.3

1859.60 1611.58 11.41A.2.4

2298.45 1991.90 11.41A.2.5

0.00

1311.05 1136.19 11.41A.3.1

1612.75 1397.65 11.41A.3.2

1544.20 1338.24 11.41A.3.3

1859.60 1611.58 11.41A.3.4

2572.75 2229.61 11.41A.3.5

-735.30 -637.23 11.42

 633.60 549.09 11.43

815.45 706.69 11.44

1613.00 1397.87 11.45

0.00

1384.20 1199.58 11.46.1

1466.50 1270.91 11.46.2

1932.75 1674.97 11.46.3
2604.75 2257.34 11.46.4
169.85 147.20 11.46A CS-20

0.00

1593.85 1381.27 11.47.1

1676.15 1452.60 11.47.2

2142.40 1856.66 11.47.3

2814.40 2439.03 11.47.4

0.00

312.15 270.52 11.48.1

258.65 224.15 11.48.2
205.15 177.79 11.48.3
 146.60 127.05 11.48.4
0.00

1455.10 1261.03 11.49.1

1537.40 1332.35 11.49.2
2003.65 1736.42 11.49.3
2675.65 2318.79 11.49.4
0.00

3296.10 2856.49 11.49A

-11.70 -10.14 11.50

0.00

6095.50 5282.52 11.51.1

0.00

6389.40 5537.22 11.52.1

3282.50 2844.70 11.53
 0.00

0.00

0.00

0.00

0.00

5094.10 4414.68 11.54.1

5407.15 4685.98 11.54.2

0.00
2589.90 2244.48 11.55.1

0.00

3526.60 3056.24 11.56.1

2677.90 2320.74 11.56.2
0.00
0.00
0.00

1320.35 1144.25 12.1.1

1135.45 984.01 12.1.2
978.00 847.56 12.1.3

0.00

95.60 82.85 12.2.1

76.45 66.25 12.2.2 CS-18
76.45 66.25 12.2.3 CS-18

0.00

552.85 479.11 12.3.1

441.60 382.70 12.3.2
441.60 382.70 12.3.3
0.00

822.15 712.50 12.4.1

750.85 650.71 12.4.2
0.00

1370.40 1187.62 12.5.1

 0.00

661.70 573.45 12.6.1 CS-20

0.00

811.85 703.57 12.7.1

752.45 652.09 12.7.2
462.10 400.47 12.8

76.45 66.25 12.9 CS-18

211.25 183.07 12.10

163.65 141.82 12.11

0.00

444.75 385.43 12.12.1

444.75 385.43 12.12.2
498.60 432.10 12.12.3

443.75 384.57 12.12.4

 0.00

364.40 315.80 12.13.1

296.25 256.74 12.13.2

493.55 427.72 12.13.3

535.95 464.47 12.13.4

631.20 547.01 12.13.5

262.40 227.40 12.13.6

878.55 761.37 12.13.7

476.70 413.12 12.13.8

77.00 66.73 12.14

0.00
133.15 115.39 12.15.1

0.00

905.80 784.99 12.16.1

0.00

905.80 784.99 12.17.1

20.35 17.64 12.18

0.00

549.05 475.82 12.19.1

620.00 537.31 12.20
 0.00

260.20 225.50 12.21.1

266.60 231.04 12.22

0.00

0.00

907.95 786.85 12.23.1.1

 0.00

937.35 812.33 12.23.2.1

0.00

0.00

774.15 670.90 12.24.1.1

0.00
810.95 702.79 12.24.2.1 CS-
18

0.00

936.00 811.16 12.24.3.1

0.00

888.20 769.74 12.25.1

 0.00

773.40 670.25 12.26.1

751.30 651.10 12.26.2

0.00

635.00 550.31 12.27.1

0.00

402.55 348.86 12.27.2.1

0.00

407.15 352.85 12.27.3.1

0.00

422.70 366.32 12.27.4.1

 0.00

388.70 336.86 12.27.5.1

402.45 348.77 12.27.5.2 CS-

18

373.00 323.25 12.28

0.00

1421.25 1231.69 12.31.1

1708.05 1480.24 12.31.2

485.75 420.96 12.32

218.90 189.70 12.33

597.85 518.11 12.34

242.80 210.42 12.35

0.00
276.85 239.93 12.36.1

306.30 265.45 12.36.2

0.00

142.10 123.15 12.37.1

0.00

308.45 267.31 12.38.1

328.55 284.73 12.38.2
0.00
444.00 384.78 12.39.1 CS-18
604.65 524.01 12.39.2
0.00

0.00
431.10 373.60 12.40.1.1
0.00

0.00
213.00 184.59 12.41.1
319.75 277.10 12.41.2
0.00

0.00
79.80 69.16 12.42.1.1
119.95 103.95 12.42.1.2
0.00
79.80 69.16 12.42.2.1
110.60 95.85 12.42.2.2
0.00
141.55 122.67 12.42.3.1
205.45 178.05 12.42.3.2
0.00
124.20 107.63 12.42.4.1
190.75 165.31 12.42.4.2

0.00
 91.80 79.56 12.42.5.1
132.00 114.39 12.42.5.2

0.00
81.10 70.28 12.42.6.1
115.95 100.49 12.42.6.2

0.00

310.85 269.39 12.43.1

309.50 268.22 12.43.2

47.90 41.51 12.44

0.00

0.00

1145.95 993.11 12.45.1

1286.45 1114.87 12.45.2

1300.50 1127.05 12.45.3

1483.15 1285.34 12.45.4

72.00 62.40 12.46

0.00

1179.25 1021.97 12.47.1

1048.50 908.66 12.47.2

346.65 300.42 12.48

77.75 67.38 12.49

671.55 581.98 12.50

0.00

450.60 390.50 12.51.1

412.85 357.79 12.51.2
465.25 403.20 12.51.3
384.20 332.96 12.51.4
422.50 366.15 12.51.5
1110.60 962.48 12.51.6
 0.00

0.00

1591.70 1379.41 12.52.1

1746.25 1513.35 12.52.2

1948.95 1689.01 12.52.3

1247.50 1081.12 12.52.4

 0.00

0.00

1718.70 1489.47 12.53

0.00

1871.80 1622.15 12.54.1

1998.25 1731.74 12.54.2

1444.90 1252.19 12.55

1363.90 1181.99 12.56 CS-18

307.35 266.36 12.57

0.00

0.00

1851.50 1604.56 12.58.1

 0.00

0.00

1330.40 1152.96 12.59.1

568.45 492.63 12.60

272.25 235.94 12.61

277.90 240.84 12.62

309.55 268.26 12.63

 0.00

928.95 805.05 12.64.1

1158.70 1004.16 12.64.2

1452.20 1258.51 12.64.3

1201.20 1040.99 12.64.4

1488.90 1290.32 12.64.5

1871.50 1621.89 12.64.6

916.85 794.57 12.64.7

1147.10 994.11 12.64.8

1454.10 1260.16 12.64.9

0.00

1066.30 924.08 12.65.1

1316.35 1140.78 12.65.2

1657.55 1436.48 12.65.3

1373.25 1190.09 12.65.4

1706.90 1479.24 12.65.5

2150.30 1863.51 12.65.6

1126.00 975.82 12.65.7

1410.45 1222.33 12.65.8

0.00

969.50 840.19 12.66.1

885.50 767.40 12.66.2

971.55 841.97 12.66.3

748.20 648.41 12.66.4

829.05 718.48 12.66.5
1616.00 1400.47 12.66.6

0.00
0.00
0.00

294.85 255.52 13.1.1

282.00 244.39 13.1.2

0.00
339.70 294.39 13.2.1

324.30 281.05 13.2.2

0.00
402.15 348.51 13.3.1
382.10 331.14 13.3.2

0.00
307.25 266.27 13.4.1
294.35 255.09 13.4.2
 0.00
354.50 307.22 13.5.1

339.10 293.87 13.5.2

0.00

421.40 365.20 13.6.1

401.35 347.82 13.6.2

0.00

374.15 324.25 13.7.1

361.30 313.11 13.7.2

0.00

421.50 365.28 13.8.1

406.10 351.94 13.8.2

0.00
386.55 334.99 13.9.1
507.85 440.12 13.9.2

436.30 378.11 13.10

442.75 383.70 13.11

461.85 400.25 13.12

325.80 282.35 13.13

376.65 326.41 13.14

450.30 390.24 13.15

0.00
253.05 219.30 13.16.1

334.20 289.63 13.17

67.80 58.76 13.18

0.00

752.45 652.09 13.19.1 CS-18

705.90 611.75 13.20

18.50 16.03 13.21 CS-20

72.80 63.09 13.22

0.00

39.35 34.10 13.23.1

 59.75 51.78 13.23.2

0.00

587.20 508.88 13.24.1

967.85 838.76 13.24.2

0.00
146.65 127.09 13.25.1
158.85 137.66 13.25.2

97.05 84.11 13.25.3

214.30 185.72 13.26

93.75 81.25 13.27

0.00

6.25 5.42 13.28.1

6.85 5.94 13.28.2

7.80 6.76 13.28.3

13.35 11.57 13.28.4
0.00
7.60 6.59 13.29.1

8.35 7.24 13.29.2

9.55 8.28 13.29.3

17.80 15.43 13.29.4

17.85 15.47 13.30

0.00
214.40 185.80 13.31.1
349.35 302.76 13.31.2
0.00
292.05 253.10 13.32.1

0.00
319.35 276.76 13.33.1
580.25 502.86 13.33.2
597.60 517.90 13.34

0.00
177.85 154.13 13.35.1
7.60 6.59 13.36

0.00

32.45 28.12 13.37.1

13.10 11.35 13.38

0.00
44.25 38.35 13.39.1

43.80 37.96 13.39.2

0.00

154.60 133.98 13.50.2 CS-21

0.00

92.75 80.38 13.42.1

0.00

64.45 55.85 13.43.1

0.00

97.65 84.63 13.44.1 CS-18

0.00
245.00 212.32 13.45.1

0.00 13.46
166.85 144.60 13.46.1

0.00 13.47

162.35 140.70 13.47.1

0.00

147.45 127.78 13.50.2 CS-21

0.00

142.95 123.88 13.50.2 CS-21

0.00

158.95 137.75 13.48.1

144.90 125.57 13.48.2

140.05 121.37 13.48.3

0.00

154.40 133.81 13.50.2 CS-21

0.00
61.45 53.25 13.50.1

61.45 53.25 13.50.2 CS-21

55.50 48.10 13.50.3

29.75 25.78 13.50.4

0.00

83.50 72.36 13.51.1

132.65 114.96 13.51.2

 0.00

201.70 174.80 13.52.1

198.40 171.94 13.52.2

0.00

150.20 130.17 13.53.1

0.00
52.70 45.67 13.54.1
52.50 45.50 13.54.2

0.00

63.15 54.73 13.55.1

94.15 81.59 13.55.2
0.00
 69.00 59.80 13.56.1

102.75 89.05 13.56.2

0.00

47.10 40.82 13.57.1

285.80 247.68 13.58

55.55 48.14 13.59

0.00

137.85 119.46 13.60.1

0.00
131.45 113.92 13.61.1

0.00

191.40 165.87 13.62.1

0.00
121.45 105.25 13.63.1
0.00

139.25 120.68 13.64.1

0.00

115.10 99.75 13.65.1

0.00
197.40 171.07 13.67.1

198.20 171.77 13.67.2

0.00

368.30 319.18 13.68.1

0.00

164.15 142.26 13.69.1

79.60 68.98 13.70

5.05 4.38 13.71

985.45 854.02 13.72

0.00

62.50 54.16 13.73.1

63.10 54.68 13.73.2

140.85 122.06 13.74

110.85 96.07 13.75

88.70 76.87 13.76

82.95 71.89 13.77

363.45 314.98 13.78

68.55 59.41 13.79

123.85 107.33 13.80

0.00

61.80 53.56 13.81.1 CS21

90.05 78.04 13.81.2

0.00

76.20 66.04 13.82.1 CS21

113.75 98.58 13.82.2 CS21
0.00

79.70 69.07 13.83.1 CS21

119.20 103.30 13.83.2 CS21

0.00

59.95 51.95 13.85.1 CS21

62.45 54.12 13.85.3 CS21

217.50 188.49 13.86

0.00

19.00 16.47 13.87.1

11.60 10.05 13.87.2
16.35 14.17 13.88
 0.00

56.80 49.22 13.90.1

20.85 18.07 13.91

0.00

77.20 66.90 13.92.1

0.00

47.35 41.03 13.93.1

0.00

22.25 19.28 13.94.1

29.40 25.48 13.94.2
42.35 36.70 13.94.3
0.00

48.95 42.42 13.95.1

67.70 58.67 13.95.2
100.85 87.40 13.95.3
0.00

23.50 20.37 13.96.1

30.20 26.17 13.96.2
43.45 37.65 13.96.3
0.00
35.80 31.03 13.97.1
0.00

90.85 78.73 13.98.1

0.00

86.55 75.01 13.99.1

0.00

79.40 68.81 13.100.1

0.00

91.25 79.08 13.101.1

 0.00

77.05 66.77 13.102.1

0.00
185.40 160.67 13.103.1

0.00

82.95 71.89 13.104.1

3.20 2.77 13.105

78.60 68.12 13.106

0.00
 76.40 66.21 13.107.1

76.40 66.21 13.107.2

0.00

50.60 43.85 13.108.1

0.00

94.15 81.59 13.109.1

63.25 54.81 13.109.2

0.00

191.45 165.92 13.110.1 CS-

18

118.85 103.00 13.110.2

0.00
111.60 96.72 13.111.1
74.75 64.78 13.111.2

0.00

106.55 92.34 13.112.1 CS21

72.05 62.44 13.112.2 CS21

0.00
 79.45 68.85 13.113.1

79.85 69.20 13.113.2

118.35 102.57 13.114

82.95 71.89 13.115

0.00

0.00
 0.00

0.00

1156.55 1002.30 13.116

0.00
0.00

0.00

462.30 400.64 14.1.1

478.00 414.25 14.1.2
 0.00

1505.30 1304.53 14.2.1

948.05 821.60 14.2.2

712.85 617.77 14.2.3

190.25 164.88 14.3

0.00

1046.95 907.31 14.4.1

0.00

941.95 816.32 14.5.1

1245.15 1079.08 14.5.2
0.00

1351.15 1170.94 14.6.1

1654.30 1433.66 14.6.2

0.00

1055.20 914.46 14.7.1

 1358.35 1177.18 14.7.2
0.00
66.05 57.24 14.8.1
59.35 51.43 14.8.2
46.40 40.21 14.9

603.05 522.62 14.10

560.60 485.83 14.11
468.40 405.93 14.12

577.90 500.82 14.13

0.00

1099.15 952.55 14.14.1

0.00

92213.70 79914.81 14.15.1 CS-18

0.00

0.00

96739.70 83837.16 14.16.1.1

63238.90 54804.49 14.16.1.2
0.00

99011.80 85806.22 14.16.2.1

65481.25 56747.77 14.16.2.2
59.75 51.78 14.17

0.00

114.70 99.40 14.18.1

 115.95 100.49 14.18.2

4.45 3.86 14.19

107.00 92.73 14.20

246.15 213.32 14.21

0.00

98.20 85.10 14.22.1

255.90 221.77 14.22.2

190.40 165.01 14.23

823.15 713.36 14.24

5700.60 4940.29 14.25 CS-18

0.00
0.00
4583.60 3972.27 14.26.1.1

3979.65 3448.87 14.26.1.2

0.00

4555.25 3947.70 14.26.2.1 CS-

18
3904.90 3384.09 14.26.2.2

0.00

4155.75 3601.48 14.27.1

0.00

295.20 255.83 14.28.1

362.10 313.81 14.28.2

99.70 86.40 14.29

 0.00

91146.50 78989.95 14.30.1 CS-18

57984.35 50250.76 14.30.2 CS-18

0.00

652.40 565.39 14.31.1

465.10 403.07 14.31.2

412.95 357.87 14.31.3

0.00

726.00 629.17 14.32.1

618.95 536.40 14.32.2

600.25 520.19 14.32.3

0.00
230.75 199.97 14.33.1

200.55 173.80 14.33.2

147.05 127.44 14.33.3

233.10 202.01 14.34

0.00

86.85 75.27 14.35.1

83.35 72.23 14.35.2
74.80 64.82 14.35.3
60.05 52.04 14.35.4

52.70 45.67 14.35.5

40.25 34.88 14.36 CS-18

64.25 55.68 14.37

163.25 141.48 14.38

462.75 401.03 14.39
0.00

172.20 149.23 14.40.1

147.70 128.00 14.40.2

164.20 142.30 14.40.3

99.40 86.14 14.40.4
41.30 35.79 14.40.5

255.80 221.68 14.41

484.30 419.71 14.73

59.40 51.48 14.74

540.35 468.28 14.75

0.40 0.35 14.75A

89.45 77.52 14.76

285.90 247.77 14.77

0.00

0.00
 0.00

0.00
0.00

71.30 61.79 14.78

357.55 309.86 14.79

0.00

2962.75 2567.60 14.80.1 CS-18

3850.65 3337.07 14.80.2

243.10 210.68 14.81

110.70 95.94 14.82

2.85 2.47 14.83

0.00

2.85 2.47 14.84

354.95 307.61 14.85 CS-20

 0.00

615.00 532.98 14.86

0.00

454.75 394.10 14.87 CS-20

0.00

732.75 635.02 14.88

0.00
 0.00

445.80 386.34 14.89.1

0.00

0.00

534.10 462.87 14.90.1

0.00

0.00

563.50 488.34 14.91.1

103.50 89.70 14.92

1077.30 933.62 14.93

0.00

0.00
0.00
0.00
0.00

0.00

0.00
0.00
0.00

0.00
0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00
0.00
0.00

0.00
0.00

0.00

0.00

0.00

0.00
0.00

0.00
0.00

0.00
0.00
0.00

0.00

0.00

0.00
0.00
0.00
0.00

0.00

0.00

0.00

0.00

0.00

0.00
0.00

0.00
0.00
0.00

0.00
0.00
0.00
0.00
0.00
0.00
0.00

0.00

0.00
0.00
0.00

0.00

0.00
0.00
0.00

0.00
0.00

0.00

0.00

0.00

0.00
0.00
0.00

0.00

0.00
0.00
0.00

0.00

0.00
0.00
0.00

0.00

0.00

0.00

0.00

0.00
0.00

0.00

0.00

0.00
 0.00
0.00

0.00
0.00
0.00

0.00
0.00
0.00

0.00

0.00

0.00
1169.60 1013.61 14.94 CS-18
 0.00

0.00

701.95 608.33 15.1

0.00

2007.10 1739.41 15.2.1

1239.55 1074.23 15.2.2 CS-18

2928.10 2537.57 15.3

2619.45 2270.08 15.4

 947.10 820.78 15.5

7.45 6.46 15.6

0.00

581.15 503.64 15.7.1

1470.00 1273.94 15.7.2

701.95 608.33 15.7.3

1698.45 1471.92 15.7.4

0.00

3839.15 3327.11 15.8.1

4414.15 3825.42 15.8.2

5522.25 4785.73 15.8.3

0.00

954.80 827.45 15.9.1

2027.10 1756.74 15.9.2

0.00

1207.25 1046.23 15.10.1

2372.30 2055.90 15.10.2

 0.00

394.45 341.84 15.11.1

568.15 492.37 15.11.2

0.00

302.70 262.33 15.12.1

414.55 359.26 15.12.2

0.00

118.25 102.48 15.13.1 CS-18

 155.75 134.98 15.13.2
0.00

3674.50 3184.42 15.14.1

14.70 12.74 15.14.2

0.00

487.95 422.87 15.15.1

1.35 1.17 15.15.2

0.00

708.30 613.83 15.16.1

2.80 2.43 15.16.2

0.00

2.80 2.43 15.17.1

1.90 1.65 15.17.2
4.65 4.03 15.18
 3.20 2.77 15.19

0.70 0.61 15.20

0.70 0.61 15.21

3.80 3.29 15.22

0.00

60.50 52.43 15.23.1

93.40 80.94 15.23.2

1086.45 941.55 15.24

219.75 190.44 15.25

 86.80 75.22 15.26

753.70 653.18 15.27 CS-18

0.00

136.00 117.86 15.28.1

63.75 55.25 15.28.2

2197.55 1904.45 15.29

209.40 181.47 15.30

173.15 150.06 15.31

47.65 41.29 15.32

17.30 14.99 15.33

0.00

192.95 167.22 15.34.1

204.80 177.49 15.34.2

11.80 10.23 15.35

30.35 26.30 15.36

53.50 46.36 15.37

62.50 54.16 15.38

0.00

50.35 43.63 15.39.1

64.15 55.59 15.39.2

74.70 64.74 15.39.3

0.00
238.65 206.82 15.40.1

357.60 309.91 15.40.2

46.50 40.30 15.41

0.00

62.40 54.08 15.42.1

64.30 55.72 15.42.2

66.20 57.37 15.42.3

0.00

179.65 155.69 15.43.1

353.65 306.48 15.43.2
 0.00

124.10 107.55 15.44.1

134.25 116.34 15.44.2

0.00

276.20 239.36 15.45.1 CS-17

379.30 328.71 15.45.2 CS-17

510.00 441.98 15.45.3 CS-17

0.00

574.85 498.18 15.46.1

1447.60 1254.53 15.46.2
0.00

273.80 237.28 15.47.1

332.25 287.94 15.47.2

576.30 499.44 15.48 CS-18

336.25 291.40 15.49

3817.90 3308.69 15.50

791.65 686.06 15.51

92.40 80.08 15.52 CS21

0.00

264.65 229.35 15.53.1

976.60 846.35 15.53.2

598.05 518.29 15.54

0.00

910.20 788.80 15.55.1 CS-18

1396.05 1209.85 15.55.2 CS-18

1976.05 1712.50 15.55.3

45.05 39.04 15.56

46.50 40.30 15.57

2328.55 2017.98 15.58

347.90 301.50 15.59

219.35 190.09 15.60

0.00

0.00
 180.50 156.43 16.1

20.55 17.81 16.2

0.00
1937.60 1679.17 16.3.1
1624.50 1407.83 16.3.2
1837.25 1592.21 16.3.3
974.25 844.31 16.3.4
1041.15 902.29 16.3.5
1865.00 1616.26 16.3.6
2065.70 1790.19 16.3.7
1557.25 1349.55 16.3.8

624.55 541.25 16.3.9

888.30 769.82 16.3.10
865.80 750.32 16.4

0.00

725.60 628.82 16.5.1

725.60 628.82 16.5.2

0.00

21.80 18.89 16.6.1

0.00

179.50 155.56 16.7.1

0.00

49.90 43.24 16.8.1

27.55 23.88 16.9

 185.85 161.06 16.10 CS-17

821.95 712.32 16.11

0.00

607.20 526.22 16.12.1

0.00

4157.80 3603.26 16.13.1 CS-18

2592.15 2246.43 16.13.2 CS-18

242.85 210.46 16.14

0.00

29105.45 25223.55 16.15.1 CS-18

74.45 64.52 16.15.2

243.75 211.24 16.16

0.00

12.45 10.79 16.17.1

0.00

19.60 16.99 16.18.1

99.95 86.62 16.19

 55.00 47.66 16.20

8.70 7.54 16.21

222.40 192.74 16.22

738.96 640.40 16.23 CS-17

0.00

2525.75 2188.88 16.24.1 CS-17

4588.65 3976.64 16.24.2 CS-17

1690.20 1464.77 16.24.3 CS-17

178.15 154.39 16.25

248.00 214.92 16.26

137.85 119.46 16.27

0.00

169.80 147.15 16.28.1

0.00

107.45 93.12 16.29.1

0.00

45.20 39.17 16.30.1

 36.60 31.72 16.30.2
0.00

0.00

11.60 10.05 16.31.1.1

7.90 6.85 16.31.1.2

0.00
16.35 14.17 16.31.2.1
10.85 9.40 16.31.2.2
0.00

189.25 164.01 16.32.1

211.50 183.29 16.32.2

196.00 169.86 16.32.3
0.00

227.00 196.72 16.33.1

254.80 220.82 16.33.2

235.45 204.05 16.33.3
170.20 147.50 16.34

205.25 177.88 16.35

 0.00

414.20 358.96 16.36.1

611.55 529.99 16.36.2

0.00

726.95 629.99 16.37.1

1162.00 1007.02 16.37.2 CS-20

0.00

285.00 246.99 16.38.1

331.75 287.50 16.38.2

299.15 259.25 16.38.3
0.00

427.75 370.70 16.39.1

501.70 434.79 16.39.2

450.20 390.16 16.39.3
 71.40 61.88 16.40 CS-20

106.10 91.95 16.41

7409.05 6420.88 16.42 CS-17

0.00

0.00

9507.60 8239.54 16.43.1

10006.65 8672.03 16.43.2

48.15 41.73 16.44

4.70 4.07 16.45

0.00

7.50 6.50 16.46.1

0.00

158.50 137.36 16.47.1

101.60 88.05 16.47.2
 0.00

239.95 207.95 16.48.1

157.60 136.58 16.48.2
2729.40 2365.37 16.49 CS-17

175.50 152.09 16.50

0.00

1321.95 1145.64 16.51.1

12038.85 10433.18 16.52

303.65 263.15 16.53

0.00

10013.30 8677.79 16.54.1

 9930.95 8606.42 16.54.2

0.00

7756.40 6721.90 16.55.1

7678.10 6654.04 16.55.2

0.00

249.40 216.14 16.56.1

247.35 214.36 16.56.2

0.00

10870.75 9420.88 16.57.1

11399.20 9878.85 16.57.2

9969.20 8639.57 16.57.3

9310.40 8068.64 16.57.4

10786.70 9348.04 16.57.5

11315.15 9806.01 16.57.6

9885.15 8566.73 16.57.7

9226.35 7995.80 16.57.8

0.00

0.00

0.00

6477.35 5613.44 16.59.1 CS-20

4919.60 4263.45 16.59.2 CS-20

0.00

0.00

5609.55 4861.38 16.60.1

7286.00 6314.24 16.61

623.80 540.60 16.62

529.80 459.14 16.63

196.30 170.12 16.64

781.40 677.18 16.65

0.00

23.15 20.06 16.66.1 CS-18

1371.20 1188.32 16.67

951.00 824.16 16.68

8613.55 7464.73 16.69

0.00

859.50 744.87 16.70.1

901.65 781.39 16.70.2

971.90 842.27 16.71

1060.80 919.32 16.72

542.85 470.45 16.73

0.00

82.00 71.06 16.74.1

175.85 152.40 16.74.2
167.25 144.94 16.74.3
6964.00 6035.19 16.75

-191.10 -165.61 16.76

5.85 5.07 16.77

0.00

2658.10 2303.58 16.78.1

2775.65 2405.45 16.78.2
2612.95 2264.45 16.78.3
2803.65 2429.72 16.79

4130.55 3579.64 16.80

0.00

0.00

0.00

2827.40 2450.30 16.81

32.40 28.08 16.82

108.65 94.16 16.83

362.30 313.98 16.84

 90.85 78.73 16.85

0.00

4115.80 3566.86 16.86.1

0.00

4256.30 3688.62 16.87.1

4537.25 3932.10 16.87.2 CS-18
1866.20 1617.30 16.88

1250.75 1083.93 16.89

1719.00 1489.73 16.90

0.00

932.35 808.00 16.91.1

 1011.20 876.33 16.91.2

1871.80 1622.15 16.92

2685.80 2327.58 16.93 CS-17

3727.70 3230.52 16.94

3857.20 3342.75 16.95

4151.55 3597.84 16.96

0.00
0.00
0.00

5781.35 5010.27 17.1.1

10076.15 8732.26 17.1.2
 0.00

5540.55 4801.59 17.2.1

5426.80 4703.01 17.2.2
0.00

6941.30 6015.51 17.3.1

6827.55 5916.93 17.3.2
0.00

5268.85 4566.12 17.4.1

8115.55 7033.15 17.4.2
11256.40 9755.09 17.4.3
15564.35 13488.47 17.4.4

0.00

10128.30 8777.45 17.5.1

15115.40 13099.40 17.5.2
18546.45 16072.84 17.5.3

21880.95 18962.61 17.5.4

0.00

7752.60 6718.61 17.6.1

11281.10 9776.50 17.6.2
14817.35 12841.10 17.6.3
17784.35 15412.38 17.6.4
0.00

2275.00 1971.57 17.7.1

2965.60 2570.07 17.7.2
3158.70 2737.41 17.7.3
1679.60 1455.59 17.7.4

2965.60 2570.07 17.7.5

2564.20 2222.20 17.7.6

2370.20 2054.08 17.7.7

4322.70 3746.17 17.7.8

3681.40 3190.40 17.7.9

4002.50 3468.67 17.7.10

4671.45 4048.40 17.7.11
0.00

4542.40 3936.56 17.7A

2521.85 2185.50 17.7B

1500.05 1299.98 17.8

0.00

3302.95 2862.42 17.9.1

0.00

0.00
6008.45 5207.08 17.10.1.1

6677.40 5786.81 17.10.1.2

6276.00 5438.95 17.10.1.3
6008.45 5207.08 17.10.1.4
0.00

4274.40 3704.31 17.10.2.1

3337.85 2892.67 17.10.2.2
2936.45 2544.80 17.10.2.3
0.00
4272.95 3703.05 17.11.1
5610.85 4862.51 17.11.2
0.00

1351.65 1171.38 17.12.1

0.00
1667.80 1445.36 17.13.1
2758.25 2390.37 17.13.2 CS-18
0.00

414.75 359.43 17.14.1

2403.70 2083.11 17.15 CS-18

167.25 144.94 17.16

299.35 259.42 17.16A

0.00

219.60 190.31 17.17.1

223.60 193.78 17.17.2

0.00

1023.05 886.60 17.18.1

989.60 857.61 17.18.2
0.00

1930.85 1673.33 17.19.1

2532.95 2195.12 17.19.2
0.00
 586.55 508.32 17.20.1

472.80 409.74 17.20.2

506.25 438.73 17.20.3

131.65 114.09 17.22

886.25 768.05 17.22A

0.00

6119.20 5303.06 17.22B CS-18

1382.30 1197.94 17.23

3389.35 2937.30 17.24

0.00

1149.60 996.27 17.25.1

915.45 793.35 17.25.2

1149.60 996.27 17.25.3

748.20 648.41 17.25.4

554.20 480.28 17.25.5

1651.30 1431.06 17.25.6

0.00
1884.60 1633.24 17.26.1

0.00

2152.20 1865.15 17.27.1

3490.15 3024.66 17.27.2

0.00

0.00

90.95 78.82 17.28.1.1

101.65 88.09 17.28.1.2

0.00
104.35 90.43 17.28.2.1

104.35 90.43 17.28.2.2

45.25 39.21 17.29
 45.30 39.26 17.30

1411.15 1222.94 17.31

0.00

1248.60 1082.07 17.32.1

1158.95 1004.38 17.32.2

1157.40 1003.03 17.32.3

1817.20 1574.83 17.32.4
942.15 816.49 17.33

0.00
680.80 590.00 17.34.1

462.95 401.20 17.34.2 CS-18

0.00
0.00
1018.05 882.27 17.35.1.1
1077.40 933.70 17.35.1.2
1061.25 919.71 17.35.1.3
0.00

931.55 807.31 17.35.2.1

1042.10 903.11 17.35.2.2
867.55 751.84 17.35.2.3
 0.00

138.70 120.20 17.36.1

163.45 141.65 17.36.2

0.00

308.45 267.31 17.37.1

304.45 263.84 17.37.2
0.00

0.00
530.70 459.92 17.38.1.1
597.60 517.90 17.38.1.2
550.80 477.34 17.38.1.3
0.00
440.00 381.32 17.38.2.1
453.40 392.93 17.38.2.2
440.00 381.32 17.38.2.3
0.00
0.00
412.95 357.87 17.39.1.1
439.75 381.10 17.39.1.2
346.10 299.94 17.39.1.3 CS-
18
0.00
311.55 270.00 17.39.2.1
298.20 258.43 17.39.2.2
244.65 212.02 17.39.2.3 CS-
18
0.00
 0.00

513.30 444.84 17.40.1.1

439.75 381.10 17.40.1.2
0.00
432.00 374.38 17.40.2.1
405.25 351.20 17.40.2.2 CS-
18
0.00

0.00

1038.75 900.21 17.41.1.1

904.95 784.25 17.41.1.2
0.00
754.45 653.83 17.41.2.1
721.00 624.84 17.41.2.2

0.00
0.00
861.20 746.34 17.42.1.1
881.25 763.71 17.42.1.2
720.70 624.58 17.42.1.3
0.00
579.15 501.91 17.42.2.1
659.45 571.50 17.42.2.2
398.55 345.39 17.42.2.3
0.00

0.00

671.20 581.68 17.43.1.1

731.40 633.85 17.43.1.2
0.00
573.80 497.27 17.43.2.1
 573.80 497.27 17.43.2.2
0.00
0.00

580.20 502.82 17.44.1.1

707.30 612.96 17.44.1.2
573.55 497.05 17.44.1.3 CS-
18
0.00
452.05 391.76 17.44.2.1
498.90 432.36 17.44.2.2
318.25 275.80 17.44.2.3
0.00

0.00
1032.45 894.75 17.45.1.1
1266.60 1097.67 17.45.1.2
0.00

0.00
874.55 757.91 17.46.1.1
1108.70 960.83 17.46.1.2

573.55 497.05 17.46.1.3 CS-

18
0.00

0.00
831.75 720.82 17.47.1.1
932.10 807.78 17.47.1.2
0.00
0.00

740.75 641.95 17.48.1.1

841.10 728.92 17.48.1.2
540.10 468.06 17.48.1.3
0.00
0.00
774.25 670.99 17.49.1.1 CS-
18
760.85 659.37 17.49.1.2
874.55 757.91 17.49.1.3

0.00
599.25 519.33 17.49.2.1
 632.65 548.27 17.49.2.2 CS-
18
0.00

0.00
620.35 537.61 17.50.1.1
613.65 531.81 17.50.1.2
560.15 485.44 17.50.1.3
0.00
498.90 432.36 17.50.2.1
472.10 409.13 17.50.2.2
378.45 327.97 17.50.2.3
0.00
0.00
841.10 728.92 17.51.1.1
1015.05 879.67 17.51.1.2
0.00
0.00
707.30 612.96 17.52.1.1
774.25 670.99 17.52.1.2 CS-
18
613.65 531.81 17.52.1.3
0.00
0.00

324.95 281.61 17.53.1.1

512.25 443.93 17.53.1.2
0.00
453.10 392.67 17.53.2.1
560.15 485.44 17.53.2.2
0.00
532.55 461.52 17.53.3.1
666.35 577.48 17.53.3.2
0.00

0.00
512.25 443.93 17.53A.1.1
425.30 368.58 17.53A.1.2
0.00
0.00

338.30 293.18 17.54.1.1 CS-

18
0.00

447.10 387.47 17.54.2.1

580.90 503.42 17.54.2.2
 0.00

0.00
627.05 543.42 17.54A.1.1
445.35 385.95 17.54A.1.2

0.00
0.00
711.35 616.47 17.55.1.1
611.00 529.51 17.55.1.2
0.00
433.30 375.51 17.55.2.1
453.40 392.93 17.55.2.2
0.00
0.00
392.90 340.50 17.56.1.1
439.75 381.10 17.56.1.2
399.60 346.30 17.56.1.3

0.00
318.25 275.80 17.56.2.1
311.55 270.00 17.56.2.2
0.00
0.00
399.60 346.30 17.57.1.1
439.75 381.10 17.57.1.2
0.00
271.45 235.25 17.57.2.1
271.45 235.25 17.57.2.2
0.00
0.00
406.30 352.11 17.57A.1.1

0.00
365.10 316.41 17.57A.2.1
0.00

549.65 476.34 17.58.1

466.40 404.19 17.58.2
376.85 326.59 17.58.3
0.00

128.65 111.49 17.59.1

80.10 69.42 17.59.2
73.75 63.91 17.59.3
0.00

0.00
1671.00 1448.13 17.60.1.1 CS-
17
1403.45 1216.27 17.60.1.2
760.85 659.37 17.60.1.3
0.00
1604.10 1390.16 17.60.2.1 CS-
17
1296.40 1123.49 17.60.2.2
553.45 479.63 17.60.2.3
0.00

608.50 527.34 17.61.1 CS-18

437.30 378.98 17.61.2 CS-18
284.85 246.86 17.61.3 CS-18
844.70 732.04 17.62

560.65 485.87 17.63

244.00 211.46 17.64

0.00

69.55 60.27 17.65.1

52.90 45.84 17.65.2
0.00

33.40 28.95 17.66.1

25.00 21.67 17.66.2

684.50 593.21 17.67 CS-18

 0.00

10326.65 8949.35 17.68.1

0.00

103.00 89.26 17.69.1

109.70 95.07 17.69.2

0.00
325.10 281.74 17.70.1

325.10 281.74 17.70.2

 146.25 126.74 17.71 CS-18

204.70 177.40 17.72

0.00

573.60 497.10 17.73.1

600.35 520.28 17.73.2

607.05 526.09 17.74

92.75 80.38 17.75

0.00
149.95 129.95 17.76.1

0.00

247.95 214.88 17.77.1

306.90 265.97 17.77.2
365.65 316.88 17.77.3
13036.55 11297.82 17.78

15968.60 13838.81 17.79 CS-18

7004.45 6070.24 17.80

16100.40 13953.03 17.81

0.00
0.00

0.00

294.55 255.26 18.1.1

327.20 283.56 18.1.2
429.45 372.17 18.1.3
527.05 456.76 18.1.4
761.35 659.81 18.1.5
900.45 780.35 18.1.6
0.00

512.40 444.06 18.2.1 CS-19

535.80 464.34 18.2.2 CS-19

652.85 565.78 18.2.3 CS-19
746.50 646.94 18.2.4 CS-19
0.00

275.25 238.54 18.3.1

292.65 253.62 18.3.2
379.60 328.97 18.3.3
449.20 389.29 18.3.4
646.20 560.01 18.3.5
785.35 680.60 18.3.6
 0.00

254.95 220.95 18.4.1

316.10 273.94 18.4.2
358.90 311.03 18.4.3
523.60 453.77 18.4.4

666.65 577.74 18.4.5

0.00

438.55 380.06 18.5.1 CS-19

500.25 433.53 18.5.2 CS-19

540.75 468.63 18.5.3 CS-19
0.00

213.90 185.37 18.6.1

268.20 232.43 18.6.2
320.60 277.84 18.6.3
419.25 363.33 18.6.4
568.60 492.76 18.6.5
654.65 567.34 18.6.6
879.45 762.15 18.6.7
1223.90 1060.66 18.6.8
1689.50 1464.17 18.6.9

4535.10 3930.24 18.6.10

0.00
295.75 256.30 18.6A.1
362.65 314.28 18.6A.2
416.15 360.65 18.6A.3
509.80 441.81 18.6A.4
764.00 662.10 18.6A.5 CS-18
951.35 824.46 18.6A.6
1687.20 1462.17 18.6A.7

0.00

255.90 221.77 18.7.1

325.10 281.74 18.7.2

408.55 354.06 18.7.3

500.95 434.14 18.7.4

674.35 584.41 18.7.5

927.00 803.36 18.7.6

0.00

441.15 382.31 18.8.1

513.75 445.23 18.8.2

626.05 542.55 18.8.3

712.75 617.69 18.8.4

0.00

221.35 191.83 18.9.1

275.25 238.54 18.9.2
370.65 321.22 18.9.3
435.05 377.03 18.9.4
559.20 484.62 18.9.5
811.85 703.57 18.9.6
1576.90 1366.58 18.9.7
1990.40 1724.93 18.9.8

2811.75 2436.74 18.9.9

5871.25 5088.18 18.9.10
0.00
 304.10 263.54 18.10.1 CS-20
373.35 323.55 18.10.2
491.20 425.69 18.10.3
563.55 488.39 18.10.4 CS-20
725.15 628.43 18.10.5
893.20 774.07 18.10.6
0.00

483.55 419.06 18.11.1 CS-20

539.75 467.76 18.11.2 CS-20

0.00

267.50 231.82 18.12.1

315.35 273.29 18.12.2
417.95 362.21 18.12.3
457.65 396.61 18.12.4 CS-20

558.35 483.88 18.12.5

654.20 566.95 18.12.6
768.60 666.09 18.12.7
919.10 796.52 18.12.8
0.00

757.10 656.12 18.13.1

1513.65 1311.77 18.13.2 CS-18
670.15 580.77 18.14

0.00
303.85 263.32 18.15.1

327.95 284.21 18.15.2

0.00
303.85 263.32 18.16.1
327.95 284.21 18.16.2
0.00
532.35 461.35 18.17.1

461.75 400.16 18.17.1A

589.90 511.22 18.17.2

707.30 612.96 18.17.3

 878.25 761.11 18.17.4
1490.70 1291.88 18.17.5
2227.60 1930.50 18.17.6

0.00

348.85 302.32 18.18.1

397.45 344.44 18.18.2

399.15 345.91 18.18.3

0.00
0.00

506.65 439.08 18.19.1.1

573.55 497.05 18.19.1.2 CS-
18
0.00

677.55 587.18 18.19.2.1

777.90 674.15 18.19.2.2
0.00

815.05 706.34 18.19.3.1

1049.15 909.22 18.19.3.2 CS-
18
0.00
1173.65 1017.12 18.19.4.1
1320.85 1144.68 18.19.4.2 CS-
18
0.00
2093.80 1814.54 18.19.5.1
2127.25 1843.53 18.19.5.2
0.00
3134.80 2716.70 18.19.6.1
3536.15 3064.52 18.19.6.2
0.00
301.60 261.37 18.20.1
347.90 301.50 18.20.2
447.00 387.38 18.20.3
0.00

0.00
74.80 64.82 18.21.1.1
81.50 70.63 18.21.1.2
0.00
85.15 73.79 18.21.2.1 CS-
18
 102.60 88.92 18.21.2.2 CS-
18
0.00
166.35 144.16 18.22.1
190.10 164.75 18.22.2
298.50 258.69 18.23
546.00 473.18 18.24

0.00

5649.65 4896.13 18.25.1

5649.65 4896.13 18.25.2
0.00

8191.75 7099.19 18.26.1

7589.65 6577.39 18.26.2
0.00
1210.50 1049.05 18.27.1
1511.00 1309.47 18.27.2
1824.70 1581.33 18.27.3
3083.70 2672.42 18.27.4 CS-18
4030.50 3492.94 18.27.5
5427.45 4703.57 18.27.6
6519.65 5650.10 18.27.7
8572.95 7429.54 18.27.8
10380.20 8995.75 18.27.9
12049.40 10442.33 18.27.10
16832.90 14587.83 18.27.11
0.00

410.25 355.53 18.28.1

609.45 528.17 18.28.2
615.75 533.63 18.28.3
818.35 709.20 18.28.4
1023.05 886.60 18.28.5
1230.65 1066.51 18.28.6
1252.00 1085.02 18.28.7
1648.10 1428.29 18.28.8
1850.45 1603.65 18.28.9
1956.30 1695.38 18.28.10
2653.90 2299.94 18.28.11

28116.20 24366.24 18.29

0.00
182.85 158.46 18.30.1
284.75 246.77 18.30.2
303.50 263.02 18.30.3
 343.55 297.73 18.30.4
377.00 326.72 18.30.5
520.30 450.91 18.30.6
527.00 456.71 18.30.7
662.00 573.71 18.30.8
907.60 786.55 18.30.9
1114.80 966.11 18.30.10
1264.60 1095.94 18.30.11
1482.90 1285.12 18.30.12
0.00

0.00

4097.90 3551.35 18.31.1.1

4500.25 3900.03 18.31.1.2
0.00
4417.35 3828.19 18.31.2.1
5408.35 4687.02 18.31.2.2
0.00
5980.45 5182.81 18.31.3.1
6661.80 5773.29 18.31.3.2
0.00
11609.50 10061.10 18.31.4.1
13512.60 11710.37 18.31.4.2
0.00

16748.50 14514.69 18.31.5.1

22409.75 19420.88 18.31.5.2
0.00

23162.70 20073.40 18.31.6.1

27521.50 23850.85 18.31.6.2
0.00

1800.30 1560.19 18.32.1 CS-19

0.00
 9753.05 8452.25 18.33.1 CS-19

0.00

16939.75 14680.43 18.34.1 CS-19

24388.85 21136.02 18.35

0.00

9304.45 8063.48 18.36.1 CS-19

0.00

8693.95 7534.41 18.37.1 CS-19

0.00

16.40 14.21 18.38.1

19.65 17.03 18.38.2
25.60 22.19 18.38.3
30.70 26.61 18.38.4
36.05 31.24 18.38.5
43.05 37.31 18.38.6
 0.00

8.10 7.02 18.39.1

9.60 8.32 18.39.2

12.25 10.62 18.39.3
14.65 12.70 18.39.4
17.00 14.73 18.39.5
20.25 17.55 18.39.6
0.00

10.05 8.71 18.40.1

12.00 10.40 18.40.2
15.25 13.22 18.40.3
18.40 15.95 18.40.4
20.95 18.16 18.40.5
25.25 21.88 18.40.6
31.30 27.13 18.40.7

36.40 31.55 18.40.8

0.00

157.70 136.67 18.41.1

159.85 138.53 18.41.2
164.10 142.21 18.41.3
168.35 145.90 18.41.4
170.50 147.76 18.41.5
176.90 153.31 18.41.6
279.20 241.96 18.41.7
287.70 249.33 18.41.8
304.75 264.10 18.41.9
453.95 393.40 18.41.10
0.00

618.00 535.58 18.42.1

730.95 633.46 18.42.2
847.35 734.34 18.42.3
813.25 704.78 18.43

499.80 433.14 18.44

1178.65 1021.45 18.45

 0.00

262.30 227.32 18.46.1

289.05 250.50 18.46.2
369.35 320.09 18.46.3
409.45 354.84 18.46.4
523.20 453.42 18.46.5
706.70 612.44 18.46.6

994.35 861.73 18.46.7

1061.25 919.71 18.46.8

0.00

682.90 591.82 18.47.1

709.70 615.04 18.47.2
789.95 684.59 18.47.3
830.10 719.39 18.47.4
943.80 817.92 18.47.5
1280.30 1109.54 18.47.6

1567.95 1358.83 18.47.7

1634.85 1416.80 18.47.8
9.70 8.41 18.48

9.70 8.41 18.48A

0.00
434.20 376.29 18.49.1
 0.00

715.05 619.68 18.50.1

0.00

708.40 613.92 18.51.1

0.00

594.75 515.43 18.52.1

0.00

500.35 433.62 18.53.1

61.70 53.47 18.53A

0.00
109.85 95.20 18.54.1
143.30 124.19 18.54.2
156.65 135.76 18.54.3
170.05 147.37 18.54.4

0.00
103.15 89.39 18.55.1
113.85 98.67 18.55.2
183.40 158.94 18.55.3
0.00
180.80 156.69 18.56.1
 194.15 168.26 18.56.2

0.00
96.45 83.59 18.57.1
83.05 71.97 18.57.2
0.00
0.00
33.20 28.77 18.58.1.1
45.25 39.21 18.58.1.2
0.00
169.70 147.07 18.58.2.1
0.00

5171.75 4481.97 18.59.1

6255.45 5421.14 18.59.2
8214.10 7118.55 18.59.3
0.00

3266.10 2830.49 18.60.1

4995.90 4329.58 18.60.2
7357.35 6376.07 18.60.3

8080.20 7002.51 18.60.4 CS-18

0.00

4135.75 3584.15 18.61.1

6637.55 5752.27 18.61.2
8394.25 7274.68 18.61.3
11712.65 10150.49 18.61.4
0.00

161.55 140.00 18.62.1

223.50 193.69 18.62.2
459.40 398.13 18.62.3
653.40 566.25 18.62.4
1188.55 1030.03 18.62.5
 136.60 118.38 18.63

106.15 91.99 18.64

96.75 83.85 18.65

0.00

7509.40 6507.84 18.66.1

8860.70 7678.91 18.66.2
0.00
12032.95 10428.07 18.67.1

12671.15 10981.15 18.67.2

0.00
17155.90 14867.75 18.68.1
23578.00 20433.31 18.68.2
0.00

28528.40 24723.46 18.68A.1

36689.80 31796.34 18.68A.2

0.00
18025.60 15621.46 18.69.1
25651.85 22230.57 18.69.2
0.00

96.15 83.33 18.70.1

156.05 135.24 18.70.2
229.50 198.89 18.70.3

280.15 242.79 18.70.4

357.60 309.91 18.70.5
416.30 360.78 18.70.6
579.40 502.12 18.70.7
670.20 580.81 18.70.8
715.60 620.16 18.70.9
 961.25 833.04 18.70.10

1256.80 1089.18 18.70.11

1377.20 1193.52 18.70.12
1577.40 1367.02 18.70.13 CS-
18
1963.55 1701.66 18.70.14
2265.60 1963.43 18.70.15
0.00

1838.10 1592.95 18.71.1

2880.00 2495.88 18.71.2

4535.10 3930.24 18.71.3
5498.05 4764.75 18.71.4
7027.50 6090.22 18.71.5
8847.60 7667.56 18.71.6
11436.30 9911.00 18.71.7
14544.20 12604.39 18.71.8 CS-18

18032.25 15627.22 18.71.9

24977.15 21645.85 18.71.10
0.00
1121.10 971.57 18.72.1
1601.30 1387.73 18.72.2
1975.95 1712.41 18.72.3
2544.05 2204.74 18.72.4

3177.65 2753.83 18.72.5

3774.50 3271.08 18.72.6
4525.25 3921.70 18.72.7
5479.85 4748.98 18.72.8
6191.50 5365.72 18.72.9
7986.05 6920.92 18.72.10
10410.70 9022.19 18.72.11
12982.00 11250.54 18.72.12
16751.40 14517.20 18.72.13
17655.80 15300.98 18.72.14
1081.35 937.13 18.72.15
1625.05 1408.31 18.72.16
 2228.15 1930.97 18.72.17
3105.20 2691.05 18.72.18
3882.70 3364.85 18.72.19
4752.05 4118.25 18.72.20

6079.70 5268.83 18.72.21

7074.20 6130.69 18.72.22
8828.65 7651.14 18.72.23
10698.20 9271.34 18.72.24
14750.95 12783.56 18.72.25
16029.60 13891.67 18.72.26
16276.50 14105.64 18.72.27
19716.20 17086.58 18.72.28
22099.60 19152.09 18.72.29
0.00

1755.45 1521.32 18.72A.1

2433.70 2109.11 18.72A.2
3065.80 2656.90 18.72A.3
4099.55 3552.78 18.72A.4

5129.95 4445.75 18.72A.5

6247.05 5413.86 18.72A.6
7796.95 6757.04 18.72A.7
9285.85 8047.36 18.72A.8
10937.25 9478.51 18.72A.9
14312.50 12403.59 18.72A.10
18071.60 15661.32 18.72A.11
20318.30 17608.37 18.72A.12
22460.55 19464.90 18.72A.13
28021.50 24284.17 18.72A.14
33972.10 29441.11 18.72A.15
0.00

1541.60 1335.99 18.73.1

2312.90 2004.42 18.73.2
2921.15 2531.55 18.73.3
4142.70 3590.17 18.73.4
5321.65 4611.88 18.73.5
6700.15 5806.53 18.73.6
8594.30 7448.05 18.73.7
9068.45 7858.96 18.73.8
12777.30 11073.14 18.73.9
16929.85 14671.85 18.73.10

20040.60 17367.71 18.73.11

0.00

85.50 74.10 18.74.1

107.90 93.51 18.74.2
0.00

43.05 37.31 18.75.1

76.50 66.30 18.75.2
100.60 87.18 18.75.3 CS-18
0.00
327.25 283.60 18.76.1
377.10 326.80 18.77

170.45 147.72 18.78 CS-19

191.20 165.70 18.79 CS-19

0.00

1523.95 1320.70 18.80.1

1996.50 1730.22 18.80.2
2486.60 2154.95 18.80.3
2974.90 2578.13 18.80.4
3954.45 3427.03 18.80.5
4960.30 4298.73 18.80.6
5501.75 4767.96 18.80.7
6056.95 5249.11 18.80.8

6635.25 5750.28 18.80.9

7220.85 6257.78 18.80.10
7834.25 6789.37 18.80.11 CS-
18
9071.95 7861.99 18.80.12
0.00
 558.00 483.58 18.81.1
681.90 590.95 18.81.2
830.25 719.52 18.81.3
963.75 835.21 18.81.4
1451.60 1257.99 18.81.5
1669.45 1446.79 18.81.6
1873.85 1623.93 18.81.7

2190.05 1897.95 18.81.8

2508.80 2174.19 18.81.9
2835.00 2456.89 18.81.10
3163.20 2741.31 18.81.11
3829.45 3318.70 18.81.12
0.00

262.25 227.27 18.82.1 CS-19

276.25 239.41 18.82.2 CS-19
289.70 251.06 18.82.3 CS-19
303.55 263.06 18.82.4 CS-19
341.75 296.17 18.82.5 CS-19
379.25 328.67 18.82.6 CS-19
413.45 358.31 18.82.7 CS-19

446.70 387.12 18.82.8 CS-19

478.05 414.29 18.82.9 CS-19
510.00 441.98 18.82.10 CS-
19
539.15 467.24 18.82.11 CS-
19
592.60 513.56 18.82.12 CS-
19
0.00
119.90 103.91 18.83.1
160.70 139.27 18.83.2

222.85 193.13 18.83.3

301.90 261.63 18.83.4
402.65 348.95 18.83.5
500.85 434.05 18.83.6
601.60 521.36 18.83.7
699.75 606.42 18.83.8
 800.15 693.43 18.83.9
898.70 778.84 18.83.10
999.10 865.85 18.83.11
1192.85 1033.76 18.83.12
0.00

8050.50 6976.77 18.84.1

0.00

352.15 305.18 18.85.1

506.70 439.12 18.85.2
591.45 512.57 18.85.3
773.40 670.25 18.85.4
788.55 683.38 18.85.5
1027.40 890.37 18.85.6
0.00

590.95 512.13 18.85A.1

857.95 743.52 18.85A.2
1069.10 926.51 18.85A.3
1483.60 1285.73 18.85A.4
1786.05 1547.84 18.85A.5
2263.75 1961.83 18.85A.6
0.00

521.80 452.21 18.86.1 CS-19

676.40 586.19 18.86.2 CS-19

 0.00

760.65 659.20 18.86A.1 CS-

19
1027.60 890.55 18.86A.2 CS-
19
0.00

80.25 69.55 18.87.1 CS-18

93.65 81.16 18.87.2
128.80 111.62 18.87.3
180.65 156.56 18.87.4 CS-18
214.05 185.50 18.87.5

240.80 208.68 18.87.6 CS-18

0.00

287.65 249.29 18.87A.1

361.25 313.07 18.87A.2
421.45 365.24 18.87A.3
528.50 458.01 18.87A.4
715.80 620.33 18.87A.5

856.30 742.09 18.87A.6

0.00

145.20 125.83 18.88.1 CS-18

204.05 176.84 18.88.2
216.10 187.28 18.88.3
267.60 231.91 18.88.4
280.95 243.48 18.88.5
280.95 243.48 18.88.6
501.70 434.79 18.88.7 CS-18
501.70 434.79 18.88.8 CS-18
 521.80 452.21 18.88.9

521.80 452.21 18.88.10

568.60 492.76 18.88.11
568.60 492.76 18.88.12
568.60 492.76 18.88.13
568.60 492.76 18.88.14
568.60 492.76 18.88.15
0.00

341.20 295.69 18.88A.1 CS-

18
501.75 434.83 18.88A.2
501.70 434.79 18.88A.3 CS-
18
508.40 440.59 18.88A.4
628.85 544.98 18.88A.5
923.20 800.07 18.88A.6
923.15 800.03 18.88A.7 CS-
18

809.45 701.49 18.88A.8

1324.55 1147.89 18.88A.9
1378.10 1194.30 18.88A.10
1378.05 1194.25 18.88A.11 CS-
18
0.00

73.60 63.78 18.89.1

93.65 81.16 18.89.2

127.10 110.15 18.89.3

180.65 156.56 18.89.4 CS-18
214.05 185.50 18.89.5
234.15 202.92 18.89.6
 0.00

501.70 434.79 18.89A.1 CS-

18
602.05 521.75 18.89A.2
695.75 602.96 18.89A.3

776.00 672.50 18.89A.4

896.45 776.89 18.89A.5 CS-
18
1277.75 1107.33 18.89A.6
0.00

86.95 75.35 18.90.1

93.65 81.16 18.90.2
140.50 121.76 18.90.3
160.55 139.14 18.90.4

173.95 150.75 18.90.5

214.05 185.50 18.90.6
0.00

408.05 353.63 18.90A.1

575.30 498.57 18.90A.2
769.30 666.70 18.90A.3
1257.65 1089.91 18.90A.4
2033.70 1762.46 18.90A.5 CS-
18

2689.25 2330.57 18.90A.6

0.00

200.70 173.93 18.91.1

280.95 243.48 18.91.2
334.50 289.89 18.91.3
 394.70 342.06 18.91.4

468.30 405.84 18.91.5

254.20 220.30 18.91.6
0.00

234.15 202.92 18.92.1

334.50 289.89 18.92.2

394.70 342.06 18.92.3

588.70 510.18 18.92.4
929.85 805.83 18.92.5
1224.20 1060.92 18.92.6
0.00

668.95 579.73 18.92A.1

782.70 678.31 18.92A.2

963.30 834.82 18.92A.3

1197.45 1037.74 18.92A.4

1672.40 1449.35 18.92A.5
2006.90 1739.23 18.92A.6

0.00

247.50 214.49 18.93.1

388.00 336.25 18.93.2

388.00 336.25 18.93.3

588.70 510.18 18.93.4

588.70 510.18 18.93.5

588.70 510.18 18.93.6
923.15 800.03 18.93.7 CS-18
923.15 800.03 18.93.8 CS-18
923.15 800.03 18.93.9 CS-18
923.15 800.03 18.93.10 CS-
18
1186.75 1028.47 18.93.11
1197.45 1037.74 18.93.12
1197.45 1037.74 18.93.13

1197.45 1037.74 18.93.14

1197.45 1037.74 18.93.15
0.00

769.30 666.70 18.93A.1

956.60 829.01 18.93A.2 CS-
18
949.95 823.25 18.93A.3
1204.15 1043.55 18.93A.4
1210.85 1049.35 18.93A.5
1224.20 1060.92 18.93A.6
1712.55 1484.14 18.93A.7
1692.50 1466.76 18.93A.8
1725.95 1495.75 18.93A.9
2100.55 1820.39 18.93A.10
2060.40 1785.60 18.93A.11

2073.80 1797.21 18.93A.12

2006.90 1739.23 18.93A.13

0.00

247.50 214.49 18.94.1

287.65 249.29 18.94.2

287.65 249.29 18.94.3

 394.70 342.06 18.94.4

394.70 342.06 18.94.5

394.70 342.06 18.94.6

622.15 539.17 18.94.7
622.15 539.17 18.94.8
622.15 539.17 18.94.9

622.15 539.17 18.94.10

949.95 823.25 18.94.11
949.95 823.25 18.94.12

949.95 823.25 18.94.13

949.95 823.25 18.94.14

949.95 823.25 18.94.15

1197.45 1037.74 18.94.16

1197.45 1037.74 18.94.17

1197.45 1037.74 18.94.18

1197.45 1037.74 18.94.19

1197.45 1037.74 18.94.20

1197.45 1037.74 18.94.21

0.00

247.50 214.49 18.95.1

274.30 237.72 18.95.2

274.30 237.72 18.95.3

367.95 318.88 18.95.4

367.95 318.88 18.95.5

367.95 318.88 18.95.6

595.40 515.99 18.95.7

595.40 515.99 18.95.8

595.40 515.99 18.95.9

595.40 515.99 18.95.10

936.55 811.64 18.95.11

 936.55 811.64 18.95.12
936.55 811.64 18.95.13

936.55 811.64 18.95.14

936.55 811.64 18.95.15
1210.85 1049.35 18.95.16

1210.85 1049.35 18.95.17

1210.85 1049.35 18.95.18

1210.85 1049.35 18.95.19
1210.85 1049.35 18.95.20
1210.85 1049.35 18.95.21

0.00

749.25 649.32 18.95A.1

822.85 713.10 18.95A.2

923.15 800.03 18.95A.3 CS-

18
976.70 846.43 18.95A.4
1010.15 875.42 18.95A.5
1123.85 973.96 18.95A.6
1130.55 979.76 18.95A.7
1550.65 1343.83 18.95A.8
1800.85 1560.66 18.95A.9
2568.85 2226.23 18.95A.10
3086.60 2674.93 18.95A.11
0.00
 260.90 226.10 18.96.1
307.75 266.70 18.96.2

321.10 278.27 18.96.3

370.60 321.17 18.96.4

388.00 336.25 18.96.5
474.95 411.60 18.96.6
548.55 475.39 18.96.7

722.50 626.14 18.96.8

796.05 689.88 18.96.9
929.85 805.83 18.96.10

1130.55 979.76 18.96.11

1304.50 1130.51 18.96.12
0.00

588.70 510.18 18.96A.1

662.30 573.97 18.96A.2
776.00 672.50 18.96A.3
1277.75 1107.33 18.96A.4
1364.70 1182.68 18.96A.5
2093.85 1814.59 18.96A.6
3211.05 2782.78 18.96A.7
0.00

260.90 226.10 18.97.1

 307.75 266.70 18.97.2

341.20 295.69 18.97.3 CS-18

434.85 376.85 18.97.4

434.85 376.85 18.97.5

635.50 550.74 18.97.6

755.95 655.13 18.97.7

868.35 752.53 18.97.8 CS-18

976.70 846.43 18.97.9

1137.25 985.57 18.97.10

1525.25 1321.82 18.97.11

0.00

541.85 469.58 18.97A.1

642.20 556.55 18.97A.2

675.65 585.54 18.97A.3

889.75 771.08 18.97A.4

1297.80 1124.71 18.97A.5

1893.20 1640.70 18.97A.6

2535.40 2197.24 18.97A.7

0.00

314.40 272.47 18.98.1

374.60 324.64 18.98.2

414.75 359.43 18.98.3

568.60 492.76 18.98.4

862.95 747.86 18.98.5

1177.40 1020.37 18.98.6

1618.90 1402.98 18.98.7

0.00

214.05 185.50 18.99.1

287.65 249.29 18.99.2

287.65 249.29 18.99.3

287.65 249.29 18.99.4
394.70 342.06 18.99.5

642.20 556.55 18.99.6

642.20 556.55 18.99.7
949.95 823.25 18.99.8
949.95 823.25 18.99.9
0.00

856.30 742.09 18.99A.1

1150.65 997.18 18.99A.2
1578.75 1368.19 18.99A.3
2564.80 2222.72 18.99A.4 CS-
18
2793.60 2421.01 18.99A.5
4317.55 3741.70 18.99A.6 CS-
18
0.00

260.90 226.10 18.100.1

301.05 260.90 18.100.2
301.05 260.90 18.100.3

301.05 260.90 18.100.4

388.00 336.25 18.100.5
388.00 336.25 18.100.6
642.20 556.55 18.100.7
642.20 556.55 18.100.8
929.85 805.83 18.100.9
929.85 805.83 18.100.10
0.00

702.40 608.72 18.100A.1

1056.95 915.98 18.100A.2

1398.15 1211.67 18.100A.3
1926.65 1669.69 18.100A.4
3525.45 3055.25 18.100A.5
4011.15 3476.17 18.100A.6

0.00

64.20 55.64 18.101.1

93.65 81.16 18.101.2
120.40 104.34 18.101.3
234.15 202.92 18.101.4
334.50 289.89 18.101.5
434.85 376.85 18.101.6

0.00

428.15 371.05 18.101A.1

555.25 481.19 18.101A.2
689.05 597.15 18.101A.3
963.30 834.82 18.101A.4

2093.85 1814.59 18.101A.5

2301.25 1994.32 18.101A.6
0.00

294.35 255.09 18.102.1

 388.00 336.25 18.102.2

555.25 481.19 18.102.3

0.00

555.25 481.19 18.102A.1

1485.10 1287.03 18.102A.2
2041.70 1769.39 18.102A.3
0.00

1184.10 1026.17 18.103.1 CS-

18

1197.45 1037.74 18.103.2

1371.40 1188.49 18.103.3

2415.00 2092.90 18.103.4

2522.00 2185.63 18.103.5
2849.80 2469.71 18.103.6
4923.60 4266.92 18.103.7
0.00

1271.05 1101.53 18.104.1

1712.55 1484.14 18.104.2
0.00

868.35 752.53 18.105.1 CS-

18
1164.00 1008.75 18.105.2 CS-
19

1204.15 1043.55 18.105.3 CS-

19
0.00
0.00
0.00

375.75 325.63 19.1.1

591.40 512.52 19.1.2

830.40 719.65 19.1.3

1293.90 1121.33 19.1.4
1774.50 1537.83 19.1.5

0.00

895.50 776.06 19.2.1

1095.15 949.09 19.2.2

1276.70 1106.42 19.2.3

1476.35 1279.44 19.2.4

0.00

425.60 368.84 19.3.1

689.75 597.76 19.3.2

 810.80 702.66 19.3.3

943.90 818.01 19.3.4

1089.10 943.84 19.3.5

0.00

0.00

2437.50 2112.40 19.4.1.1 CS-19

2391.55 2072.58 19.4.1.2 CS-19

0.00
2458.35 2130.47 19.4.2.1 CS-19

2412.40 2090.65 19.4.2.2 CS-19

0.00

2517.95 2182.12 19.4.3.1 CS-19

2472.00 2142.30 19.4.3.2 CS-19

0.00
 73.35 63.57 19.5.1

81.10 70.28 19.5.2

86.30 74.79 19.5.3

91.50 79.30 19.5.4 CS-18

96.65 83.76 19.5.5

111.30 96.46 19.5.6

121.70 105.47 19.5.7

126.85 109.93 19.5.8

0.00

447.25 387.60 19.6.1

493.10 427.33 19.6.2

811.15 702.96 19.6.3

902.05 781.74 19.6.4
1481.55 1283.95 19.6.5
1745.20 1512.44 19.6.6
2098.10 1818.27 19.6.7
 2629.35 2278.66 19.6.8

3144.45 2725.06 19.6.9

4260.35 3692.13 19.6.10

5007.00 4339.20 19.6.11

5625.95 4875.60 19.6.12

6334.40 5489.56 19.6.13

0.00

0.00

11530.20 9992.37 19.7.1.1 CS-19

11410.10 9888.29 19.7.1.2 CS-19

0.00

24193.70 20966.89 19.7.2.1 CS-19

23865.15 20682.16 19.7.2.2 CS-19

0.00
29974.30 25976.51 19.7.3.1 CS-19

29691.65 25731.56 19.7.3.2 CS-19

0.00

0.00
8127.45 7043.46 19.8.1.1
7777.70 6740.36 19.8.1.2
0.00
9744.25 8444.62 19.8.2.1

9327.40 8083.37 19.8.2.2

0.00

0.00
11705.55 10144.34 19.9.1.1 CS-19

11486.00 9954.07 19.9.1.2 CS-19

0.00
6986.80 6054.94 19.10.1

6693.95 5801.15 19.10.2

0.00

0.00

22771.05 19733.99 19.11.1.1 CS-

19

22283.00 19311.03 19.11.1.2 CS-

19

0.00
9068.35 7858.87 19.12.1
8686.10 7527.60 19.12.2
0.00
 0.00

49012.10 42475.17 19.13.1.1 CS-

19

47647.35 41292.44 19.13.1.2 CS-

19
0.00

21103.40 18288.76 19.14.1

20114.90 17432.10 19.14.2

0.00

453.30 392.84 19.15.1 CS-19

411.95 357.01 19.15.2 CS-19

469.00 406.45 19.16 CS-19

0.00

556.55 482.32 19.17.1 CS-19

 515.25 446.53 19.17.2 CS-19

0.00

1341.35 1162.45 19.18.1

3219.00 2789.67 19.18.2

6972.75 6042.77 19.18.3

0.00

0.00

1255.25 1087.83 19.19.1.1

1047.80 908.05 19.19.1.2

1047.80 908.05 19.19.1.3

0.00

1257.40 1089.70 19.19.2.1

1056.65 915.72 19.19.2.2
0.00
1494.20 1294.91 19.19.3.1

0.00
1882.20 1631.16 19.19.4.1
671.75 582.16 19.20

0.00

683.70 592.51 19.21.1

 785.90 681.08 19.21.2

1134.65 983.32 19.21.3

0.00

10182.25 8824.20 19.22.1 CS-20

13845.00 11998.44 19.22.2 CS-20

 0.00

2835.55 2457.36 19.23.1 CS-20

3656.10 3168.47 19.23.2 CS-20

0.00

2096.10 1816.54 19.24.1

3691.10 3198.80 19.24.2

6982.55 6051.26 19.24.3 CS-18
 5339.00 4626.92 19.24.4 CS-18
0.00
1686.65 1461.70 19.25.1
2009.35 1741.36 19.25.2
1628.95 1411.69 19.25.3
1837.85 1592.73 19.25.4
0.00

2323.25 2013.39 19.26.1 CS-19

3678.05 3187.49 19.26.2 CS-19

3424.20 2967.50 19.26.3 CS-19

286.25 248.07 19.26.4 CS-19
0.00

5405.65 4684.68 19.27.1 CS-19

0.00

6233.70 5402.29 19.28.1 CS-19

0.00

10378.10 8993.93 19.29.1 CS-19

0.00

0.00
6190.40 5364.76 19.30.1.1 CS-
19
0.00
7235.25 6270.26 19.30.2.1 CS-
19

0.00
8524.20 7387.30 19.30.3.1 CS-
19
 0.00
0.00

5640.75 4888.42 19.31.1.1

0.00

6158.05 5336.73 19.31.2.1

0.00

7177.15 6219.91 19.31.3.1

0.00

28029.15 24290.80 19.32.1

2822.15 2445.75 19.33 CS-19

0.00

378.45 327.97 19.34.1

513.15 444.71 19.34.2
0.00
 2385.50 2067.34 19.35.1

3051.55 2644.55 19.35.2

4821.65 4178.57 19.35.3

5980.10 5182.51 19.35.4
8118.55 7035.75 19.35.5
14292.75 12386.47 19.35.6

0.00

2720.00 2357.22 19.36.1

3519.85 3050.39 19.36.2
6594.40 5714.88 19.36.3

8194.40 7101.48 19.36.4

9871.25 8554.68 19.36.5
0.00
19912.10 17256.35 19.36.6
0.00

0.00
 0.00

2419.65 2096.93 20.1.1

2998.60 2598.67 20.1.2

3610.15 3128.65 20.1.3

3976.15 3445.84 20.1.4

6811.35 5902.89 20.1.5

11262.25 9760.16 20.1.6

14800.80 12826.76 20.1.7

21048.50 18241.18 20.1.8

0.00

0.00

2025.55 1755.39 20.2.1

2408.95 2087.66 20.2.2

3254.05 2820.05 20.2.3

4998.05 4331.44 20.2.4

0.00

0.00

4708.35 4080.38 20.2A.1

6808.75 5900.64 20.2A.2

11435.90 9910.65 20.2A.3

15064.95 13055.68 20.2A.4

21710.15 18814.59 20.2A.5

0.00

2614.30 2265.62 20.3.1

3279.45 2842.06 20.3.2

3676.00 3185.72 20.3.3

4121.50 3571.80 20.3.4

0.00
2205.30 1911.17 20.4.1

2477.00 2146.63 20.4.2

2640.85 2288.63 20.4.3

2870.80 2487.91 20.4.4

0.00

3229.95 2799.16 20.5.1

4116.15 3567.16 20.5.2

4286.30 3714.62 20.5.3 CS-18

 4902.15 4248.33 20.5.4

9478.20 8214.06 20.5.5

13076.35 11332.31 20.5.6

0.00

0.00

0.00
 0.00

51510.60 44640.44 20.6.1.1

18463.55 16001.00 20.6.1.2

0.00

57531.35 49858.18 20.6.2.1 CS-18

30504.95 26436.39 20.6.2.2 CS-18

0.00

66227.90 57394.83 20.6.3.1

38131.20 33045.50 20.6.3.2

0.00

0.00
18463.55 16001.00 20.7.1.1
30504.95 26436.39 20.7.1.2 CS-18

0.00
38131.20 33045.50 20.7.2.1

0.00

18463.55 16001.00 20.8.1

30906.35 26784.25 20.8.2

0.00

982.55 851.50 20.9

0.00

0.00
 0.00

0.00

433.95 376.07 21.1.1.1

466.30 404.11 21.1.1.2

474.70 411.39 21.1.1.3

0.00
 466.30 404.11 21.1.2.1

564.80 489.47 21.1.2.2

562.00 487.04 21.1.2.3 CS-17

0.00

965.10 836.38 21.2.1

951.05 824.20 21.2.2

0.00

1019.80 883.79 21.3.1

1325.55 1148.76 21.3.2
1496.15 1296.60 21.3.3
0.00

2448.85 2122.24 21.4.1

2609.40 2261.37 21.4.2
713.30 618.16 21.5 CS-20

70.95 61.49 21.6

0.00

603.30 522.84 21.7.1

635.60 550.83 21.7.2

0.00

85.25 73.88 21.8.1

0.00
 13.40 11.61 21.9.1

13.40 11.61 21.9.2

4013.35 3478.07 21.10

0.00

292.80 253.75 21.11.1

329.20 285.29 21.11.2

 289.05 250.50 21.11.3

743.95 644.73 21.11.4

1265.75 1096.93 21.11.5

0.00

513.20 444.75 21.12.1

563.50 488.34 21.12.2

576.60 499.70 21.12.3

449.55 389.59 21.13

357.90 310.17 21.14

0.00

73.55 63.74 21.15.1

79.75 69.11 21.15.2

 78.25 67.81 21.15.3

0.00

88.70 76.87 21.16.1 CS-18

89.60 77.65 21.16.2

92.25 79.95 21.16.3

560.85 486.05 21.17

4540.70 3935.09 21.18

0.00

130.20 112.83 21.19.1

177.00 153.39 21.19.2
320.25 277.54 21.19.3

0.00
0.00

0.00
 0.00

0.00

0.00

1329.15 1151.88 22.1.1 CS-20

0.00

1736.50 1504.90 22.2.1 CS-20

0.00

0.00

0.00

0.00

669.05 579.82 22.3 CS-20

 0.00

285.60 247.51 22.4.1

232.05 201.10 22.4.2

232.05 201.10 22.4.3

0.00

0.00

0.00

516.60 447.70 22.5

0.00

0.00

0.00

0.00

0.00
585.55 507.45 22.6

0.00

0.00

0.00

0.00

0.00
 0.00

1502.95 1302.50 22.7.1 CS-20

0.00

432.20 374.56 22.8.1 CS-20

675.20 585.15 22.9 CS-20

774.35 671.07 22.10 CS-20

774.35 671.07 22.11 CS-20

50.25 43.55 22.12

0.00

-15.80 -13.69 22.13.1

-19.85 -17.20 22.13.2

0.00
 7510.75 6509.01 22.14.1

14275.75 12371.74 22.14.2

13378.15 11593.86 22.14.3

0.00

332.40 288.07 22.22

474.15 410.91 22.22A

 0.00

406.25 352.07 22.23.1

311.50 269.95 22.23.2

522.20 452.55 22.23A

265.75 230.31 22.24

482.05 417.76 22.24A

0.00

469.65 407.01 22.25.1

19.95 17.29 22.25.2

495.45 429.37 22.26 CS-18

0.00

0.00

0.00

0.00

592.10 513.13 23.1.1.1 CS-20

647.60 561.23 23.1.1.2 CS-20

878.95 761.72 23.1.1.3 CS-20

 0.00

1416.45 1227.53 23.1.2.1 CS-20

1497.40 1297.69 23.1.2.2 CS-20

1778.00 1540.86 23.1.2.3 CS-20

0.00

0.00
690.80 598.67 23.2.1.1 CS-20
 767.55 665.18 23.2.1.2 CS-20

1036.20 898.00 23.2.1.3 CS-20

0.00

1561.85 1353.54 23.2.2.1 CS-20

1632.30 1414.59 23.2.2.2 CS-20

2082.50 1804.75 23.2.2.3 CS-20

0.00

553.20 479.42 23.3.1

668.50 579.34 23.3.2

971.30 841.75 23.3.3

0.00
 579.95 502.60 23.4.1

681.90 590.95 23.4.2

1099.25 952.64 23.4.3

1302.30 1128.61 23.5

1309.00 1134.41 23.6

1309.00 1134.41 23.7

1479.25 1281.96 23.8

1213.25 1051.43 23.9

0.00
1172.30 1015.95 23.10.1

1675.80 1452.29 23.10.2

2082.10 1804.40 23.10.3

0.00

1258.00 1090.22 23.11.1

1790.00 1551.26 23.11.2

2194.85 1902.11 23.11.3
 916.80 794.52 23.12

0.00

189.65 164.36 23.13.1

210.75 182.64 23.13.2

280.95 243.48 23.13.3

0.00

1522.50 1319.44 23.14.1

1609.25 1394.62 23.14.2

1827.00 1583.33 23.14.3

0.00

228.25 197.81 23.15.1

281.80 244.22 23.15.2 CS-18
308.50 267.35 23.15.3 CS-18
0.00
0.00
 59.75 51.78 24.1

0.00

0.00

0.00
285.00 246.99 24.2
174.80 151.49 24.3 CS-20

64.10 55.55 24.4

310.05 268.70 24.5

310.05 268.70 24.6

281.40 243.87 24.7

 91.35 79.17 24.8

0.00
0.00
370.45 321.04 25.1

0.00

0.00

0.00

0.00

0.00
0.00

0.00

0.00

0.00

0.00

0.00

0.00
 0.00

0.00

3111.35 2696.38 25.2

0.00

0.00

3377.50 2927.03 25.3

3309.05 2867.71 25.4

0.00

1954.30 1693.65 25.5

0.00
 0.00

0.00

2213.50 1918.28 25.6

0.00

0.00

8230.05 7132.38 25.8

0.00
 0.00

0.00

5289.10 4583.67 26.1

5191.10 4498.74 26.2

5504.70 4770.52 26.4

3608.95 3127.61 26.5 CS-18

 255.60 221.51 26.6

5188.65 4496.62 26.6A

4152.45 3598.62 26.6B

3375.50 2925.30 26.6C

0.00

2443.15 2117.30 26.6D.1

2800.10 2426.64 26.6D.2

3339.65 2894.23 26.6D.3

4236.20 3671.20 26.6D.4

4869.90 4220.38 26.6D.5

0.00
4459.70 3864.89 26.6E.1

5095.05 4415.50 26.6E.2

850.65 737.20 26.7

922.30 799.29 26.8

399.90 346.56 26.9

4767.75 4131.86 26.10 CS-18

115.55 100.14 26.11

204.55 177.27 26.12

226.65 196.42 26.13

329.65 285.68 26.14

454.75 394.10 26.15

0.00

808.00 700.23 26.16

955.15 827.76 26.17

0.00
322.30 279.31 26.18.1

337.00 292.05 26.18.2

528.35 457.88 26.18.3
543.05 470.62 26.18.4

557.80 483.40 26.18.5

572.50 496.14 26.18.6

690.25 598.19 26.18.7
 763.80 661.93 26.18.8

837.40 725.71 26.18.9

984.60 853.28 26.18.10
1094.95 948.91 26.18.11

1278.95 1108.37 26.18.12

1426.10 1235.90 26.18.13

1499.70 1299.68 26.18.14

1573.30 1363.46 26.18.15

0.00

983.90 852.67 26.19.1

1247.40 1081.03 26.19.2

0.00

0.00

0.00

1693.65 1467.76 26.22.1

1820.05 1577.30 26.22.2

0.00

0.00

0.00

2055.65 1781.48 26.23.1

 0.00

0.00

2748.85 2382.23 26.24.1

1419.00 1229.74 26.25

0.00

0.00

1690.45 1464.99 26.26.1

1760.70 1525.87 26.26.2
 0.00

0.00

2069.90 1793.83 26.27.1

2358.15 2043.63 26.27.2 CS-19
2189.55 1897.52 26.27.3

0.00

311.95 270.34 26.28.1

211.55 183.33 26.28.2
104.60 90.65 26.28.3
0.00

6.65 5.76 26.29.1

13.35 11.57 26.29.2
0.00

121.95 105.69 26.30.1

0.00

117.75 102.05 26.31.1

390.45 338.37 26.31.2

 0.00

0.00

333.00 288.59 26.32.1

510.45 442.37 26.32.2 CS-18
1020.95 884.78 26.32.3
0.00

0.00

511.45 443.24 26.33.1 CS-19

767.20 664.88 26.33.2 CS-19
0.00

0.00

511.45 443.24 26.34.1 CS-19

767.20 664.88 26.34.2 CS-19
1022.90 886.47 26.34.3 CS-19
0.00

102.85 89.13 26.35.1

106.70 92.47 26.35.2

793.25 687.45 26.35.3

 0.00

45.70 39.60 26.36.1

370.15 320.78 26.37

0.00

643.30 557.50 26.38.1 CS-19

1003.75 869.88 26.38.2 CS-19
1425.70 1235.55 26.38.3 CS-19
202.70 175.67 26.39

820.80 711.33 26.40

0.00
 0.00

235.70 204.26 26.41

0.00

3367.45 2918.32 26.42.1

2764.05 2395.40 26.42.2

0.00

1934.90 1676.84 26.43.1

1920.20 1664.10 26.43.2

273.80 237.28 26.44 CS-18

 0.00

1226.20 1062.66 26.45.1

850.90 737.41 26.45.2

0.00

0.00
2721.75 2358.74 26.46.1

1463.35 1268.18 26.46.2

4263.90 3695.21 26.47 CS-19

0.00

0.00

1182.15 1024.48 26.49.1

1336.30 1158.07 26.49.2
1658.70 1437.47 26.49.3
1930.55 1673.07 26.49.4
2273.85 1970.58 26.49.5
0.00

0.00

1357.75 1176.66 26.50.1

1575.50 1365.37 26.50.2

1481.35 1283.78 26.50.1A

1885.75 1634.24 26.50.1B

1621.85 1405.54 26.50.2A

2131.80 1847.47 26.50.2B

1309.05 1134.46 26.51

 0.00

2376.60 2059.62 26.53 CS-20

238.45 206.65 26.54

236.00 204.52 26.55

302.20 261.89 26.56

85.15 73.79 26.57

41.60 36.05 26.58 CS-20

42.35 36.70 26.59

 135.80 117.69 26.60

42.35 36.70 26.61

141.45 122.58 26.62

22.35 19.37 26.63

0.00

90.60 78.52 26.64.1

1630.40 1412.95 26.65

2415.85 2093.64 26.66

0.00

6057.95 5249.98 26.68.1

0.00

8086.60 7008.06 26.69.1

0.00

733.35 635.54 26.70.1

 0.00

899.80 779.79 26.71.1 CS-20

757.00 656.04 26.72

0.00

0.00

0.00
1152.60 998.87 26.73.1.1 CS-
19
1346.60 1167.00 26.73.1.2 CS-
19
1637.55 1419.14 26.73.1.3 CS-
19
1994.70 1728.66 26.73.1.4 CS-
19
2447.70 2121.24 26.73.1.5 CS-
19
2900.70 2513.82 26.73.1.6 CS-
19
3353.65 2906.36 26.73.1.7 CS-
19
3806.65 3298.94 26.73.1.8 CS-
19
0.00
17.25 14.95 26.73.2.1
20.70 17.94 26.73.2.2
25.85 22.40 26.73.2.3
32.15 27.86 26.73.2.4
40.20 34.84 26.73.2.5
48.25 41.81 26.73.2.6
56.30 48.79 26.73.2.7
64.35 55.77 26.73.2.8
0.00
27.60 23.92 26.73.3.1
 33.05 28.64 26.73.3.2
41.35 35.83 26.73.3.3
51.45 44.59 26.73.3.4
64.35 55.77 26.73.3.5
77.25 66.95 26.73.3.6
90.10 78.08 26.73.3.7
102.95 89.22 26.73.3.8
0.00

18406.00 15951.12 26.74.1 CS-19

229.85 199.19 26.74.2 CS-18
421.35 365.15 26.74.3
536.25 464.73 26.74.4
147.05 127.44 26.75

0.00

464.90 402.89 26.76.1 CS-20

103.00 89.26 26.76.2
0.00

169.65 147.02 26.77.1

288.05 249.63 26.77.2
2284.75 1980.02 26.77.3
0.00

152.45 132.12 26.78.1 CS-18

0.00

24.30 21.06 26.79.1

31.00 26.87 26.79.2
44.35 38.43 26.79.3
 0.00

76.70 66.47 26.80.1

25.10 21.75 26.81

0.00

2027.65 1757.21 26.82

0.00

223.25 193.47 26.84.1

254.15 220.25 26.84.2

315.95 273.81 26.84.3

360.90 312.77 26.84.4

384.80 333.48 26.84.5

476.10 412.60 26.84.6

554.75 480.76 26.84.7

 671.35 581.81 26.84.8

771.10 668.26 26.84.9

0.00

188.10 163.01 26.85.1

271.00 234.86 26.85.2

341.25 295.74 26.85.3

0.00

0.00

632.25 547.92 26.86.1

832.95 721.86 26.86.2
853.00 739.23 26.86.3
973.40 843.57 26.86.4
1000.15 866.76 26.86.5
1247.70 1081.29 26.86.6
1481.80 1284.17 26.86.7 CS-18
0.00
 0.00
3954.00 3426.64 26.87.1
4556.05 3948.39 26.87.2
0.00

4327.70 3750.50 26.88.1

4929.80 4272.29 26.88.2
0.00

2714.15 2352.15 26.89.1

3530.30 3059.45 26.89.2
0.00

982.00 851.03 26.90.1

1543.95 1338.03 26.90.2
 0.00

3136.65 2718.30 26.91

0.00

0.00

0.00

5475.05 4744.82 26.92.1 CS-20

5248.15 4548.18 26.92.2 CS-20
 0.00

0.00

0.00

5453.55 4726.19 26.93.1 CS-20

5151.50 4464.42 26.93.2 CS-20
221.40 191.87 26.94 CS-19

0.00
2491.60 2159.29 26.96.1

3239.80 2807.70 26.96.2 CS-18