Schedule of Rates (SOR)

For
Building Works
Part-1

By
Civil Engineer Fieldwork Expert

Civil Engineer Fieldwork Expert “SOR” Page 1

 Index

CHAPTER No. DESCRIPTION PAGE No.

Civil Engineer Fieldwork Expert Sor Part 1 & 2

Chapter - 1.0 Carriage of Materials 3-7

Chapter - 2.0 Earthwork 8-21
Chapter - 3.0 Mortars 22-24
Chapter - 4.0 Plain Cement Concrete 25-33
Chapter - 5.0 Reinforced Cement Concrete 34-45
Chapter - 6.0 Masonry Work 46-58
Chapter - 7.0 Stone Work 59-71
Chapter - 8.0 Aluminium Structural Glazing Composite 72-84
Panel and Spider glazing
Chapter - 9.0 Wood Work, PVC Work and UPVC Work 85-171
Chapter - 10.0 Steel Work 172-192
Chapter - 11.0 Flooring 193-224
Chapter - 12.0 Roofing and Ceiling 225-277
Chapter - 13.0 Finishing Work (Plastering and Painting ) 278-298
Chapter - 14.0 Dismantling and Demolishing 299-314
Chapter - 15.0 Tube Well and Rain Water Harvesting 315-323
Chapter - 16.0 Sanitary Installations 324-356
Chapter - 17.0 Aluminum Work 357-367
Chapter - 18.0 Fire Fighting System 368-378
Chapter - 19.0 Water Proofing Work 379-397

Civil Engineer Fieldwork Expert “SOR” Page 2

 CHAPTER – 1.0
CARRIAGE OF MATERIALS

LIST OF BUREAU OF INDIAN STANDARD CODES

S.No. I.S. No. Subject

1 IS 4082 Stacking and storage of construction materials

and components at site – Recommendations

2 IS 1141 Seasoning of Timber – Code of Practice

Civil Engineer Fieldwork Expert “SOR” Page 3

S.No Sub Item Name Materials Unit Rates
. Item .
No.
1 2 5 Beyon Beyon
k k k d 5 d 10
m m m km km
up to up to
10 km 20 km
per km per km
1 2 3 4 5 6 7 8
1.1 Transportatio Transportation By Mechanical Transport including loading,
n by unloading and stacking.
mechanical
means
1.1. Moorum, Lime, cum 116 130 170 15 14
1 moorum,
building
rubbish
1.1.2 Earth Earth cum 139 157 209 16 13
1.1.3 Manure Manure of cum 121 136 185 14 13
sludge
1.1.4 Rock Excavated cum 225 255 335 26 23
rock
1.1.5 Aggregate <40 stone Agg cum 115 129 165 14 13
mm
<40mm
1.1.6 Aggregate >40 Stone agg. cum 125 139 186 16 13
mm >40 mm
1.1.7 Stone Stone soling cum 106 119 153 15 12
1.1.8 Bricks Bricks 1000 303 339 448 33 27
.
Nos.
1.1.9 Pipes Cement, tonne 103 119 149 18 12
G.I...C.I.A.
C. & C.C.
pipes below
100 mm dia
1.1.1 Steel Steel tonne 103 115 149 15 12
0
1.1.1 Timber timber cum 132 148 193 15 14
1

Civil Engineer Fieldwork Expert “SOR” Page 4

Item Sub Item Name Descriptions Unit Rate
No. Item (In Rs.)
No.
1 2 3 4 5 6
1.2 Transportati Transportation by manual
on by labour including loading,
manual unloading and stacking
means for lead up to 50 metre.
1.2.1 Moorum Lime, moorum, building cum 58
rubbish
1.2.2 Earth Earth cum 69
1.2.3 Manure Manure or sludge cum 562
1.2.4 Rock Excavated rock cum 109
1.2.5 Aggregate Sand, stone aggregate cum 69
<40 mm below 40mm nominal
size
1.2.6 Aggregate > Stone aggregate 40mm cum 75
40 mm nominal size and above
1.2.7 Stone Stone soling cum 79
1.2.8 Bricks Bricks 1000 129
Nos.
1.2.9 S.W. Pipes S.W. Pipes
1.2.9.1 100 mm dia 100 mm dia 100 m 99
1.2.9.2 150 mm dia 150 mm dia 100 m 169
1.2.9.3 200 mm dia 200 mm dia 100 m 235
1.2.9.4 250 mm dia 250 mm dia 100 m 386
1.2.9.5 300 mm dia 300 mm dia 100 m 555
1.2.9.6 350 mm dia 350 mm dia 100 m 772
1.2.9.7 400 mm dia 400 mm dia 100 m 965

1.2.9.8 450 mm dia 450 mm dia 100 m 1165

1.2.9.9 500 mm dia 500 mm dia 100 m 1426
1.2.9.10 600 mm dia 600 mm dia 100 m 1749
1.2.10 Other Pipes R.C.C. pipes, Steel
cylinder, R.C. pipes,
C.I. pipes, and
unreinforced cement
pipes

Civil Engineer Fieldwork Expert “SOR” Page 5

 1.2.10.1 100 mm dia 100 mm dia 100 m 139
1.2.10.2 125 mm dia 125 mm dia 100m 169
1.2.10.3 150 mm dia 150 mm dia 100 m 195
1.2.10.4 200 mm dia 200 mm dia 100 m 289
1.2.10.5 250 mm dia 250 mm dia 100 m 508
1.2.10.6 300 mm dia 300 mm dia 100 m 635
1.2.10.7 350 mm dia 350 mm dia 100 m 909
1.2.10.8 400 mm dia 400 mm dia 100 m 1049
1.2.10.9 450 and 500 450 and 500 mm dia 100 m 1403
mm dia
1.2.10.10 600, 700, 750 600, 700, 750 and 800 mm 100 m 1542
dia
and 800 mm
dia

1.3 Add extra for Add extra for every

additional additional lead of 50
lead by metre or part thereof.
manual
means
1.3.1 Moorum Lime, moorum, building cum 13
rubbish
1.3.2 Earth Earth cum 16
1.3.3 Manure Manure or sludge cum 15
1.3.4 Rock Excavated rock cum 28
1.3.5 Aggregate Sand, stone aggregate below cum 18
<40 mm 40mm nominal size
1.3.6 Aggregate > Stone aggregate 40mm cum 18
40 mm nominal size and above
1.3.7 Stone Stone soling cum 18
1.3.8 Bricks Bricks 1000 29
Nos.
1.3.9 S.W. Pipes S.W. Pipes
1.3.9.1 100 mm dia 100 mm dia 100 m 18
1.3.9.2 150 mm dia 150 mm dia 100 m 27

Civil Engineer Fieldwork Expert “SOR” Page 6

 1.3.9.3 200 mm dia 200 mm dia 100 m 38
1.3.9.4 250 mm dia 250 mm dia 100 m 59
1.3.9.5 300 mm dia 300 mm dia 100 m 85
1.3.9.6 350 mm dia 350 mm dia 100 m 115
1.3.9.7 400 mm dia 400 mm dia 100 m 143
1.3.9.8 450 mm dia 450 mm dia 100 m 173
1.3.9.9 500 mm dia 500 mm dia 100 m 209
1.3.9.10 600 mm dia 600 mm dia 100 m 259
1.3.10 Other Pipes R.C.C. pipes, Steel
cylinder, R.C. pipes, C.I.
pipes, and unreinforced
cement pipes
1.3.10.1 100 mm dia 100 mm dia 100 m 25
1.3.10.2 125 mm dia 125 mm dia 100m 26
1.3.10.3 150 mm dia 150 mm dia 100 m 29
1.3.10.4 200 mm dia 200 mm dia 100 m 46
1.3.10.5 250 mm dia 250 mm dia 100 m 78
1.3.10.6 300 mm dia 300 mm dia 100 m 95
1.3.10.7 350 mm dia 350 mm dia 100 m 136
1.3.10.8 400 mm dia 400 mm dia 100 m 155
1.3.10.9 450 and 500 450 and 500 mm dia 100 m 209
mm dia
1.3.10.10 600, 700, 750 600, 700, 750 and 800 mm 100 m 226
dia
and 800 mm dia

Civil Engineer Fieldwork Expert “SOR” Page 7

 CHAPTER – 2.0

Schedule of Rates
For Earthwork

Civil Engineer Fieldwork Expert “SOR” Page 8

 LIST OF BUREAU OF INDIAN STANDARD CODES

S.No. I.S. No. Subject

1 IS 632 Gamma – BHC (Lindane) emulsifiable concentrates

2 IS 1200 (Part-1) Method of measurement of earth work

3 IS 1200 (Part-27) Method of measurement of earth work (by Mechanical

Appliances)

4 IS 4081 Safety code for Blasting and related drilling operation

5 IS 4988 (Part-IV) Excavators

6 IS 6313 (Part-II) Anti-Termite measures in buildings (pre -constructional)

7 IS 6313(Part-III) Anti-Termite Measures in Buildings for existing buildings

8 IS 6940 Methods of test for pesticides and their formulations

9 IS 8944 Chlorpyrifos emulsifiable concentrates

10 IS 8963 Chlorpyrifos – Technical specifications

11 IS 12138 Earth moving Equipment

Civil Engineer Fieldwork Expert “SOR” Page 9

Item Sub Item Name Description Unit Rate
No. Item (In Rs.)
No.

1 2 3 4 5 6

2.1 Surface Surface dressing of the ground 100 809.00

dressing including removing vegetation and in sqm
equalities not exceeding 15 cm deep
and disposal of rubbish, lead up to 50 m
and lift up to 1.5 m. in all kinds of soil.

2.2 Jungle Clearing jungle including uprooting of 100 419.00

clearing rank vegetation, grass, brush wood, sqm
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 50 m outside the
periphery of the area cleared.

2.3 Grass Clearing grass and removal of the 100 219.00

clearing rubbish up to a distance of 50 m outside sqm
the periphery of the area cleared.

2.4 Trees Felling trees of the girth (measured at a

felling 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.

2.4.1 >30 cm < beyond 30 cm girth up to and including each 136.00

60 cm dia 60 cm girth

2.4.2 >60 cm< beyond 60 cm girth up to and including each 569.00

120 cm dia 120 cm girth

2.4.3 >120cm beyond 120 cm girth up to and each 2609.00

<240 cm including 240 cm girth
dia

2.4.4 >240 cm dia above 240 cm girth each 5228.00

2.5 Excavatio Earth work in surface excavation not sqm 39.00

n surface exceeding 30 cm in depth but exceeding
1.5 m in width as well as 10 sqm on
plan including disposal of excavated
earth up to 50 m lead and lift up to 1.5
m, disposed soil to be levelled and
neatly dressed, All kinds of soil

Civil Engineer Fieldwork Expert “SOR” Page 10

Item Item
SubNa Description Unit Rate
No. Item Item Name (In Rs.)
No.

1 2 3 4 5 6

2.6 Excavatio Earth work in excavation by cum 135.00

n soil mechanical means (Hydraulic
excavator) / manual means over areas
(exceeding 30cm in depth. 1.5m in
width as well as 10 sqm on plan)
including dressing of sides and
ramming of bottom disposal of
excavated earth, lead up to 50m and lift
up to 1.5m, disposed earth to be
levelled and neatly dressed. (No extra
lift is payable if work is done by
mechanical means) All kinds of soil

2.7 Excavatio Earth work in excavation/ by

n rock 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 dressing of sides and
ramming of bottom disposal of
excavated earth, lead up to 50 m and lift
up to 1.5 m, disposed earth to be
levelled and neatly dressed.

2.7.1 OR Ordinary rock cum 208.00

2.7.2 HR Hard rock (requiring blasting) cum 409.00

(blasting)

2.8 Excavatio Earth work in excavation by cum 138.00

n rock in mechanical means (Hydraulic
narrow Excavator)/ manual means in
areas 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. (No
extra lift is payable if work is done by
mechanical means)

2.8.1 OR Ordinary rock cum 219.00

2.8.2 HR Hard rock (requiring blasting) cum 456.00

Civil Engineer Fieldwork Expert “SOR” Page 11

Item Sub Item Description Unit Rate
No. Item Name (In Rs.)
No.

1 2 3 4 5 6

2.8.3 HR Hard rock (blasting prohibited) cum 599.00

(blasting
prohibited)

2.9 Excavation Excavating trenches of required width for

trenches pipes, cables, etc. including excavation for
soil up to sockets, and dressing of sides, ramming of
1.5 depth 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 : (No extra lift is payable if
work is done by mechanical means) in all
kinds of soil

2.9.1 <80mm dia Pipes, cables etc., not exceeding 80 mm dia. metre 99.00

2.9.2 >80mm Pipes, cables etc. exceeding 80 mm dia. but metre 159.00
dia/ not exceeding 300 mm dia.
<300mm
dia

2.9.3 >300mm Pipes, cables etc. exceeding 300 mm dia but metre 249.00
dia not exceeding 600 mm.

2.10 Extra for Extra for excavating trenches for pipes, metre 139%
excavation cables etc. in all kinds of soil for depth
trenches exceeding 1.5 m, but not exceeding 3 m.
soil 1.5 to (Rate is over corresponding basic item for
3.0 m depth up to 1.5 metre).
depth

2.11 Extra for Extra for excavating trenches for pipes, metre 349%
excavation cables, etc., in all kinds of soil for depth
trenches exceeding 3 m in depth, but not exceeding
3m to 4.5m 4.5 m. (Rate is over corresponding basic
depth item for depth up to 1.5 metre.)

2.12 Excavation Excavating trenches of required width for

trenches pipes, cables, etc., including excavation for
rock up to sockets, depth up to 1.5 m including getting
1.5 m out the excavated materials, refiling the soil
depth as required in layers not exceeding 20 cm in
depth including consolidating each deposited
layers by ramming, watering etc. stacking
serviceable material for

Civil Engineer Fieldwork Expert “SOR” Page 12

Item Sub Item Name Description Unit Rate
No. Item (In Rs.)
No.

1 2 3 4 5 6

measurements and disposal of unserviceable

material as directed, within a lead of 50m :

2.12.1 OR Ordinary rock :

2.12.1.1 up Pipes, cables etc. not exceeding 80 mm dia. metre 145.00

to 80mm dia

2.12.1.2 >80mm to Pipes, cables etc. exceeding 80 mm dia but metre 348.00
300 mm dia not exceeding 300 mm dia.

2.12.1.3 Pipes, cables exceeding 300 mm dia but not metre 399.00
>300mm exceeding 600mm dia
dia

2.12.2 HR Hard rock (requiring blasting)

(blasting)

2.12.2.1 up Pipes, cables etc. not exceeding 80 mm dia. metre 258.00

to 80mm dia

2.12.2.2 >80 mm to Pipes, cables etc. exceeding 80 mm dia. but metre 628.00
300mm dia not exceeding 300 mm dia.

2.12.2.3 >300mm to Pipes, cables etc. exceeding 300 mm dia but metre 719.00
600 mm dia not exceeding 600mm dia

2.12.3 HR Hard rock (blasting prohibited)

(blasting
prohibited)

2.12.3.1 up Pipes, cables etc. not exceeding 80 mm dia. metre 275.00

to 80mm dia

2.12.3.2300mm
>80 to dia Pipes, cables etc. exceeding 80 mm dia. but metre 675.00
not exceeding 300 mm dia.

2.12.3.3 >300mm to Pipes, cables etc. exceeding 300 mm dia but metre 778.00
600 mm dia not exceeding 600mm dia.

2.13 Extra for Extra for excavating trenches for pipes, metre 106%
excavation cables, etc. in ordinary/hard rock exceeding
trenches in 1.5 m in depth but not exceeding 3 m.
rock from (Rate is over corresponding basic item for
1.5 m to 3.0 depth up to 1.5 metre.)
m

2.14 Extra for Extra for excavating trenches for pipes, metre 255%
excavation cables, etc. in ordinary/hard rock exceeding
trenche in 3m in depth but not exceeding 4.5 m. (Rate
rock from is over corresponding basic item for depth up
3.0 m to 4.5 to 1.5 metre.)

Civil Engineer Fieldwork Expert “SOR” Page 13

Item Sub Item Name Description Unit Rate
No. Item (In Rs.)
No.

1 2 3 4 5 6

2.15 Close Close timbering in trenches including

timbering strutting, shoring and packing cavities
trenches (wherever required) complete.
(Measurements to be taken of the face area
timbered).

2.15.1 Upto 1.5 m Depth not exceeding 1.5 m. sqm 115.00

depth

2.15.2 >1.5m to Depth exceeding 1.5 m but not exceeding 3 sqm 128.00
3.0m depth m.

2.15.3 >3.0m to Depth exceeding 3 m but not exceeding 4.5 sqm 138.00
4.5 m depth m.

2.16 Close Close timbering in case of shafts, wells,

timbering cesspits, manholes and the like including
shafts strutting, shoring and packing cavities
(wherever required) etc. complete.
(Measurements to be taken of the face area
timbered).

2.16.1 Upto 1.5 m Depth not exceeding 1.5 m. sqm 128.00

depth

2.16.2 >1.5m to Depth exceeding 1.5 m but not exceeding 3 sqm 121.00
3.0m depth m.

2.16.3 >3.0m to Depth exceeding 3 m but not exceeding 4.5 sqm 131.00
4.5 m depth m.

2.17 Close Close timbering over areas including

timbering strutting, shoring and packing, cavities
over areas (wherever required) etc. complete.
(Measurements to be taken of the face area
timbered) :

2.17.1 Up to 1.5 m Depth not exceeding 1.5 m. sqm 109.00

depth

2.17.2 >1.5m to Depth exceeding 1.5 m but not exceeding 3 sqm 101.00
3.0m depth m.

2.17.3 >3.0 m to Depth exceeding 3 m but not exceeding 4.5 sqm 118.00
4.5 m depth m.

2.18 Extra for Extra for planking, strutting and packing sqm 1563.00
leaving materials for cavities (in close timbering) if
permanently required to be left permanently in position.
in position in (Face area of timber permanently left to be
trenches

Civil Engineer Fieldwork Expert “SOR” Page 14

Item Sub Item Name Description Unit Rate
No. Item (In Rs.)
No.

1 2 3 4 5 6

measured).

2.19 Open Open timbering in trenches including

timbering strutting and shoring complete
trenches (measurements to be taken of the face area
timbered):

2.19.1 Up to 1.5 m Depth not exceeding 1.5 m. sqm 51.00

depth

2.19.2 >1.5m to Depth exceeding 1.5 m but not exceeding 3 sqm 65.00.
3.0m depth m.

2.19.3 >3.0m to Depth exceeding 3 m but not exceeding 4.5 sqm 69.00
4.5 m depth m.

2.20 Open Open timbering in case of shafts, wells,

timbering cesspits, manholes and the like including
shafts strutting and shoring complete
(Measurements to be taken of the face area
timbered):

2.20.1 Upto 1.5 m Depth not exceeding 1.5 m. sqm 59.00

depth

2.20.2 >1.5m to Depth exceeding 1.5 m but not exceeding 3 sqm 63.00
3.0m depth m.

2.20.3 >3.0m to Depth exceeding 3 m but not exceeding 4.5 sqm 59.00
4.5 m depth m.

2.21 Open Open timbering over areas including

timbering strutting, shoring etc. complete.
over areas (Measurements to be taken of the face area
timbered):

2.21.1 Upto 1.5 m Depth not exceeding 1.5 m. sqm 38.00

depth

2.21.2 >1.5m to Depth exceeding 1.5 m but not sqm 39.00

3.0m depth exceeding 3 m.

2.21.3 >3.0m to Depth exceeding 3 m but not exceeding 4.5 sqm 42.00
4.5 m depth m.

2.22 Extra for Extra for planking and strutting in open sqm 789.00
leaving timbering if required to be left permanently
planking in position. (Face area of

Civil Engineer Fieldwork Expert “SOR” Page 15

 Item Sub Item Name Description Unit Rate
No. Item (In Rs.)
No.

1 2 3 4 5 6

permanently the timber permanently left to be measured)

in position

2.23 Extra for Extra rates for quantities of works,

under water executed:
and foul
position

2.23.1 Under water In or under water and/or liquid mud, metre 22%
including pumping out water as required. depth

2.23.2 In foul In or under foul position, including metre 29%

condition pumping out water as required. depth

Note: - The extra percentage rate is

applicable in respect of each item but
limited to quantities of work executed in
these difficult conditions. The unit, namely,
metre depth, to be considered for payment,
shall be the depth measured from the sub
soil water level up to the Centre of gravity
of the quantity executed in difficult
conditions. The depth shall be reckoned
correct to 0.1 metre. 0.05 metre or more
shall be taken as 0.1 metre and less than
0.05 metre ignored.

2.24 Filling Filling available excavated earth (excluding cum 75.00

available hard rock/Ordinary rock) in trenches,
excavated plinth, sides of foundations etc. in layers
earth not exceeding 20cm in depth, consolidating
each deposited layer by ramming and
watering, lead up to 50 m and lift upto 1.5
m.

2.25 Extra for Extra for every additional lift of 1.5 m or

additional part thereof in excavation. (No extra lift is
lift payable if work is done by mechanical
means)

2.25.1 Soil All kinds of soil. cum 35.00

2.25.2 Rock Ordinary or hard rock. cum 55.00

2.26 Under Supplying and filling in plinth with crusher cum 675.00
floor stone dust / coarse sand under floors
filling including, watering, ramming and
stone dust compacting in layers not exceeding

Civil Engineer Fieldwork Expert “SOR” Page 16

 Item Sub Item Name Description Unit Rate
No. Item (In Rs.)
No.

1 2 3 4 5 6

20cm in depth and dressing complete Note:

- Maximum thickness of this layer shall be
20 cm.

2.27 Under Supplying and filling in plinth under floors

floor including watering ramming consolidating
filling in layers not exceeding 20cm in depth and
dressing complete.

2.27.1 Hard With hard muram having CBR >12 % at cum 305.00
muram hard under floors including watering, ramming
copra and compacting (minimum compaction 95%
of MDD) in layers not exceeding 20cm in
thickness and dressing complete. (Note:-
maximum thickness of this layer to be
provided shall be 30cm)

2.27.2 Selected Supplying and filing in plinth with soil cum 255.00
soil (other then BC soil ) having MDD not less
than 1.85 t/m3 under floors including
watering, ramming and compacting
(minimum compaction 95% of MDD) in
layers not exceeding 15cm depth and
dressing complete.

2.28 Excavatin Excavating holes more than 0.10 cum &

g holes upto 0.5 cum including getting out the
excavated soil, then refiling 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 upto
1.5m.

2.28.1 Soil All kinds of soil. each 45.00

2.28.2 OR Ordinary rock each 75.00

2.28.3 HR Hard rock (requiring blasting) each 142.00

(blasting)

2.28.4 HR Hard rock (blasting prohibited) each 155.00

(blasting
prohibited)

Civil Engineer Fieldwork Expert “SOR” Page 17

 Item Sub Item Name Description Unit Rate
No. Item (In Rs.)
No.

1 2 3 4 5 6

2.29 Supplying Supplying chemical emulsion in sealed liter 179.00

chemical containers including delivery as specified.
emulsion (Chlorpyriphos/ Lindane emulsifiable
concentrate of 20%)

2.30 Post Diluting and injecting chemical emulsion

constructio for POST CONSTRUCTIONAL anti-
n al anti termite treatment (excluding the cost of
termite chemical emulsion) :
treatment

2.30.1 Trenching Along external wall where the apron is not metre 39.00
along provided using chemical emulsion @ 7.5
existing liters / sqm of the vertical surface of the
external substructure to a depth of 300 mm
wall including excavation channel along the
wall and rodding etc. complete, with
Chlorpyriphos/ Lindane E.C. 20% with 1%
concentration.

2.30.2 Drilling Along the external wall below concrete or metre 45.00
plugging masonry apron using chemical emulsion @
holes 2.25 litres per linear metre including drilling
along and plugging holes etc. With
existing Chlorpyriphos/ Lindane E.C. 20% with 1%
external concentration.
wall

2.30.3 Existing Treatment of soil under existing floors sqm 205.00

floor using chemical emulsion @ one litre per
hole, 300 mm apart including drilling 12
mm diametre holes and plugging with
cement mortar 1 :2 (1 cement : 2 sand) to
match the existing floor, With
Chlorpyriphos/ Lindane E.C. 20% with 1%
concentration.

2.30.4 Existing Treatment of existing masonry using metre 55.00

masonry chemical emulsion @ one litre per hole at
300 mm interval including drilling 10mm
dia and 200mm deep holes at 45 degree and
plugging them with cement mortar 1:2 (1
cement : 2 sand) to the full depth of the
hole, with Chlorpyriphos/ Lindane E.C.
20% with 1% concentration.

Civil Engineer Fieldwork Expert “SOR” Page 18

 Item Sub Item Name Description Unit Rate
No. Item (In Rs.)
No.

1 2 3 4 5 6

2.30.5 Existing Treatment at points of contact of wood metre 205.00

wood work 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.

2.31 Deduct for Deduct for disposed soil not levelled and cum 26.00
not neatly dressed.
levelled
soil

2.32 Preconstruc Preconstruction antitermite treatment to the sqm 139.00

t ion building under construction by providing.
antitermit
e
treatment

Stage 1: Treating the bottom and the sides

(upto 30 cm height of the excavated trench
@ 5 liters per sqm of the surface area.

Stage 2: After masonry/RCC work, the

backfill in the immediate contact with the
foundation structure treatment @ 7.5 liters
per sqm. Of the vertical surface of the
substructure for each side.

Stage 3: surface treatment by spreading

emulsion over the plinth area before laying
the base concrete under floors @ 5.0
litres/Sqm.

Stage 4: Pumping the emulsion in plinth

masonry on filling side at floor junction @
7.5 litres/Sqm.

Stage 5: Pumping the emulsion from outer

side of the plinth below ground around the
masonry @ 5.0 litres/Sqm as per I.S. 8944
Emulsion. (1Chlorpyrifos: 19 water) with
five years service guarantee (Measurements
to be taken for plinth area)

Note – Treatment should start when

foundation trenches and pits are ready to
take bed concrete or leveling course in
foundations. Lying of bed concrete should
start when the chemical emulsion has been
absorbed by the soil and the surface is
reasonably dry. Treatment should not be
carried out when it is

Civil Engineer Fieldwork Expert “SOR” Page 19

 Item Sub Item Name Description Unit Rate
No. Item (In Rs.)
No.

1 2 3 4 5 6

raining or when soil is wet with rain or

subsoil water. This also applies to fill up
soil within the plinth area before laying the
subgrade for flooring.

2.33 Bore holes Making bore holes for providing dowel metre 209.00
for dowel bars at designed depth in rock foundation
bars by drilling 40 mm dia bore hole in rock
including necessary bending hooking, in
position and grouting with cement slurry
etc. complete as per drawing and
specification. (Steel to be paid separately).

2.34 Excavation & Excavation in soil using hydraulic cum 59.00

loading excavator and including cutting and loading
by in tippers, trimming bottom and side slopes
in accordance with requirements of lines,
hydraulic grades and cross
excavator section, and transporting to the appropriate
ground contour, location and levelling and
dressing earth neatly with all lifts and lead
upto 1000 metre.

2.35 Rough Earth work in rough excavation by any cum 135.00

excavation means and banking\filling excavated earth
banking/fili in layers not exceeding 20cm in depth,
breaking clods, watering rolling each layer
ng with 1/2 tonne roller or wooden or steel
excavated rammers etc. and rolling every 3rd and top-
earth most layer with power roller of minimum 8
tonnes and dressing up, in embankments
for roads, flood banks, marginal bank and
guide bank of filling up ground depression
within campus, lead upto 50m and all lift.
All kinds of soil.

2.36 Banking/fill Banking\filling excavated earth in layers cum 85.00

ing not exceeding 20cm in depth, breaking
excavated clods, watering rolling each layer with 1/2
tonne roller or wooden or steel rammers
earth in etc. and rolling every 3rd and top-must
layers layer with power roller of minimum 8
tonnes and dressing up, in embankments
for roads, flood banks, marginal bank and
guide bank etc. lead upto 50m and lift upto
1.5m. All kinds of soil.

2.37 Deduct for Deduct for not rolling with power roller of cum 23.00
not rolling minimum 8 tonnes for banking\filling
excavated earth in layers not exceeding
20cm in depth.

Civil Engineer Fieldwork Expert “SOR” Page 20

 Item Sub Item Name Description Unit Rate
No. Item (In Rs.)
No.

1 2 3 4 5 6

2.38 Deduct Deduct for not watering with the excavated cum 19.00
for not earth for banking\filling
watering

2.39 Anti-termite Providing and laying of permanent piping

pipe system technology anti-termite treatment before
flooring work by installing LLDP (Low
linear density polyethylene) tube of 8 mm
O.D. & 6.4 mm I.D.with inbuilt pressure
compensation chip at every 30 cm interval
in the tube, having working pressure of 2
kg/cm2 and release rate of 1.9 ltr/hour fixed
by P-clips and nails. The LLDP pipe shall
be installed at the entire periphery of the
building and at internal network of building
at a depth of 20 to 200 mm under floor at
every 2 to 3 mtr. c/c distance (adjusted as
per building layout) & Ends of loop pass
through a PVC elbow of minimum 32mm
ID at junction box of wall and floor level,
entering into a steel reinforced grooved
flexible pipe of minimum 22 mm ID
leading into Junction box and the loops
shall terminate in junction boxes & test
every junction during injecting chemicals
for termite control treatment. The anti
termite chemical Imidacloprid 30.5% SC
mix as per IS-6313, (part III) shall be
injected by the pressure pump diluted with
water @ 10.5ml/5 ltr of water at the rate of
2 kg/sq.cm. @ 5Ltr/SMT. The contractor
shall submit approved line plan for piping
system and junction boxes dully approved
by Engineer-in charge with bond of 5 year
warranty.

2.39.1 Pipe system Permanent piping system with Junction sqm 118.00
boxes

2.39.2 Chemical Anti-termite chemical injected area sqm 58.00

injection

2.40 Ploughing Ploughing the existing ground to a depth of sqm 18.00

of 15 cm to 25 cm and watering the same. (All
existing kinds of soil)
ground

Civil Engineer Fieldwork Expert “SOR” Page 21

 CHAPTER – 3.0

Schedule of Rates
For Mortar

Civil Engineer Fieldwork Expert “SOR” Page 22

 LIST OF BUREAU OF INDIAN STANDARD CODES

S.No. I.S. No. Subject

1 IS 269 Specification for 33 grade ordinary Portland cement

2 IS 383 Specification for coarse and fine aggregate from natural

Source for concrete.

3 IS 455 Specification for Portland slag cement.

4 IS 460 (Part-I) Specification for test sieves: wire cloth test sieves.

5 IS 650 Specification for standard sand for testing of cement

6 IS 1269 Specification for 53 grade ordinary Portland cement

7 IS 1344 Specification for calcined clay Pozzolana.

8 IS 1489 Specification for Portland pozzolana cement

9 IS 1542 Specification for sand for plaster

10 IS 1727 Methods of Test for Pozzolanic materials

11 IS 2116 Specification for sand for masonry mortar.

12 IS 2250 Code of practice for preparation and use of masonry Mortar.

13 IS 2386 (Part-I) Method of test for aggregate for concrete (Particle size and shape)

14 IS 2386 (Part -II) -Do- Estimation of deleterious materials and organic impurities.

15 IS 2386 (Part -III) -Do- Specific gravity, density, voids, absorption and bulking.

16 IS 3025 Method of sampling and test for water

17 IS 3406 Specification for masonry cement.

18 IS 3812 (Part-I) Specification for fly ash for use as pozzolana in cement
mortar and concrete

19 IS 3812 (Part-II) Specification for fly ash for use as admixture in cement
mortar and concrete

20 IS 4031 (Part-I) to Method of Physical test for hydraulic cement

(Part-XIII)

21 IS 4032 Method of chemical analysis of Hydraulic cement.

22 IS 8041 Rapid hardening Portland cement.

23 IS 8042 Specification for white cement

24 IS 8112 Specification for 43 grade ordinary Portland cement

Civil Engineer Fieldwork Expert “SOR” Page 23

 .

Item Sub Item Description Unit Rate

No. Item No Name (In Rs.)

1 2 3 4 5 6

3.1 Cement mortar 1:1 Cement mortar 1:1 (1 cement: 1 cum 8180.00
sand)

3.2 Cement mortar 1:2 Cement mortar 1:2 (1 cement: 2 cum 6256.00
sand).

3.3 Cement mortar 1:3 Cement mortar 1:3 (1 cement: 3 cum 5286.00
sand).

3.4 Cement mortar 1:4 Cement mortar 1:4 (1 cement: 4 cum 4417.00
sand).

3.5 Cement mortar 1:5 Cement mortar 1:5 (1 cement: 5 cum 3948.00
sand).

3.6 Cement mortar 1:6 Cement mortar 1:6 (1 cement: 6 cum 3547.00
sand).

3.7 Cement mortar 1:2 Cement mortar 1:2 (1 cement: 2 cum 5516.00
stone dust).

3.8 Cement mortar 1:2 Cement mortar 1:2 (1 cement: 2 cum 6069.00
marble dust).

3.9 White cement White cement mortar 1:2 (1 cum 9289.00

mortar 1:2 white cement: 2 marble dust).

3.10 Cement mortar 1:5 Cement mortar 1:5 (1 cement: 5 cum 3737.00
marble dust).

3.11 White cement White cement mortar 1:3 (1 cum 7516.00

mortar 1:3 white cement: 3 marble dust).

3.12 White cement White cement mortar 1:5 (1 cum 5258.00

mortar 1:5 white cement: 5 marble dust).

3.13 Mortar in lime, Mortar in lime , surkhi (50% cum 4124.00

surkhi, marble red and 50% light yellow) and
marble dust 1:1.5:0.5

Civil Engineer Fieldwork Expert “SOR” Page 24

 CHAPTER – 4.0

Schedule of Rates
for
Plain Cement Concrete

Civil Engineer Fieldwork Expert “SOR” Page 25

 LIST OF BUREAU OF INDIAN STANDARD CODES

S. No. I.S. No. Subject

1 IS 383 Specification for coarse and fine aggregate from natural

Source for concrete.

2 IS 456 Plain and reinforced concrete - Code of practice

3 IS 516 Method of test for strength of concrete

4 IS 1199 Method of sampling and analysis of concrete

5 IS 1200 Method of measurement of building and civil engineering work

(Part-II) (concrete work)

6 IS 1322 Specification for bitumen felt for water proofing and damp proofing.

7 IS 1791 General requirements for batch type concrete mixers

8 IS 2386 Method of test for aggregates for concrete

(a) Part I - Particle size and shape

(b) Part II - Estimation of deleterious materials and organic

impurities

(c) Part III - Specific gravity, density, voids absorption and

bulking.

(d) Part IV - Mechanical properties.

(e) Part V – Soundness

9 IS 2505 General requirements for concrete vibrators - immersion type

10 IS 2506 General requirements for concrete vibrators - screed board concrete

vibrators

11 IS 2645 Specification for integral water proofing compounds for cement mortar
and concrete

12 IS 3068 Specification for broken brick (burnt clay) coarse aggregate for use in
concrete.

13 IS 4656 Specification for form vibrators for concrete.

14 IS 7861 Code of practice for extreme weather concreting (Part-I) recommended

(Part-I) practice for hot weather concreting.

15 IS 7861 Code of practice for extreme weather concreting (Part-II) recommended

(Part–II)

16 IS 9103 Specification for concrete admixtures

Civil Engineer Fieldwork Expert “SOR” Page 26

Item Sub Item Name Description Unit Rate
No. Item (In Rs.)
No.

1 2 3 4 5 6

4.1 C.C. upto Providing and laying in position cement concrete of

plinth level specified grade excluding the cost of centering and
shuttering - All work upto plinth level :

4.1.1 With 20mm With 20mm nominal size graded stone aggregate.
metal

4.1.1.1 M-25 M-25 – Grade concrete cum 6538.00

4.1.1.2 M-20 M-20 – Grade concrete cum 5133.00

4.1.1.3 M-15 M-15 – Grade concrete cum 4671.00

4.1.1.4 M-10 M-10Nominal (Mix-1 Cement : 3 sand : 6 graded cum 3990.00

stone aggregate )

4.1.2 With 40 mm With 40mm nominal size graded stone aggregate.

metal

4.1.2.1 M-15 M-15 - Grade concrete cum 4603.00

4.1.2.2 M-10 M-10 Nominal (Mix -1 Cement : 3 sand : 6 graded cum 4008.00
stone aggregate)

4.1.2.3 M-7.5 M-7.5 Nominal Mix -1 Cement : 4 sand : 8 graded cum 3674.00
stone aggregate

4.1.3 With fly ash With fly ash.

4.1.3.1 1:2:3½:9 1:2:3½:9 (1 ordinary Portland cement : 2 Fly ash : 3½ Cum 3659.00
sand: 9 graded stone aggregate 40 mm nominal size)

4.1.3.2 1:2½:4:11 1:2½:4:11 (1 ordinary Portland cement : 2½ fly ash : Cum 3350.00
4 sand : 11 graded stone aggregate 40 mm nominal
size)

Note: No fly ash is to be added to Portland Pozzolona

cement in any case which itself contains fly ash.

4.2 C.C. upto Providing and laying cement concrete in retaining

floor two walls, return walls, walls (any thickness) including
level attached pilasters, columns, pillars, posts, struts,
buttresses, string or lacing courses, parapets, coping,
bed blocks, anchor blocks, plain window sills, fillets
etc. upto floor two level, excluding the cost of
centering, shuttering and finishing :

4.2.1 With 20mm With 20mm nominal size graded stone aggregate
metal

Civil Engineer Fieldwork Expert “SOR” Page 27

Item Sub Item Name Description Unit Rate
No. Item (In Rs.)
No.

1 2 3 4 5 6

4.2.1.1 M-25 M-25 – Grade concrete Cum 6782.00

4.2.1.2 M-20 M 20 – Grade concrete Cum 5377.00

4.2.1.3 M-15 M 15 – Grade concrete Cum 4914.00

4.2.1.4 M-10 M-10 Nominal Mix -1 Cement : 3 sand : 6 graded Cum 4334.00
stone aggregate

4.2.2 With 40mm With 40mm nominal size graded stone aggregate
metal

4.2.2.1 M-15 M-15 - Grade concrete cum 4847.00

4.2.2.2 M-10 M-10 Nominal Mix -1 Cement : 3 sand : 6 graded cum 4252.00
stone aggregate

4.3 Centering and Centering and shuttering including strutting, propping

shuttering etc. and removal of form work for :

4.3.1 Upto plinth Upto plinth: Foundations, footings, bases for columns, Sqm 179.00
plinth beams, curtain walls, columns below plinth.

4.3.2 Above plinth above plinth: Retaining walls, return walls, walls (any sqm 277.00
thickness) including attached pilasters, buttresses, and
string courses fillets etc.

4.3.3 Above Above plinth: Columns, pillars, posts and struts. Sqm 366.00
plinth in
columns

4.4 C.C. kerbs, Providing and laying cement concrete in kerbs, steps
steps and the like at or near ground level excluding the cost
of centering, shuttering and finishing.

4.4.1 M-15 M-15 (With 20mm nominal size graded stone cum 4571.00
aggregate)

4.4.2 M-10 M-10 (With 20mm nominal size graded stone cum 3990.00
aggregate) Nominal Mix -1 Cement : 3 sand : 6
graded stone aggregate

4.5 Precast C.C. Providing and fixing at or near ground level precast cum 4902.00
in kerbs & cement concrete in kerbs, edgings etc. as per approved
edgings pattern and setting in position with cement mortar 1:3
M-15 (1 Cement : 3 sand) including the cost of required
centering, shuttering and finishing smooth with 6mm
thick cement plaster 1:3 (1 cement : 3 sand) on
exposed surfaces complete.
(With 20mm nominal size graded stone aggregate)

Civil Engineer Fieldwork Expert “SOR” Page 28

Item Sub Item Name Description Unit Rate
No. Item (In Rs.)
No.

1 2 3 4 5 6

4.6 Precast C.C. Providing and fixing upto floor two level precast
upto floor two cement concrete string or lacing courses, copings, bed
level i/c plates, anchor blocks, plain window sills, shelves,
shuttering louvers, steps, stair cases, etc. Including hoisting and
setting in position with cement mortar 1:3 (1 Cement :
3 sand), including cost of required centering,
shuttering and finishing smooth with 6mm thick
cement plaster 1:3 (1 Cement : 3 sand) on exposed
surfaces complete.

4.6.1 M-25 M-25 (With 20mm nominal size graded stone cum 5295.00
aggregate)

4.6.2 M-20 M-20 (With 20mm nominal size graded stone cum 5758.00
aggregate)

4.6.3 M-15 M-15 (With 20mm nominal size graded stone cum 5295.00
aggregate)

4.6.4 M-10 M-10 (With 20mm nominal size graded stone cum 4715.00
aggregate) Nominal Mix -1 Cement: 3 sand: 6 graded
stone aggregate.

4.7 Precast C.C. Providing and fixing upto floor two level precast
solid block cement concrete solid block including hoisting and
setting in position with cement mortar 1:3 (1 cement :
3 sand), cost of required centering, shuttering and
finishing smooth with 6mm thick cement plaster 1:3
(1 cement : 3 sand) on exposed surfaces complete :

4.7.1 M-15 M-15 (With 20mm nominal size graded stone cum 7257. 00
aggregate)

4.7.2 M-10 M-10 (M 10) (With 20mm nominal size graded stone cum 6677.00
aggregate) Nominal Mix -1 Cement : 3 sand : 6
graded stone aggregate

4.8 Precast C.C. Providing and Fixing upto floor two level pre cast
hollow block concrete hollow block including hoisting and setting
in position with cement mortar 1:3 (1 cement : 3
sand), cost of required centering,
shuttering and finishing smooth with 6mm thick
cement plaster 1:3 (1 cement : 3 sand) on exposed
surfaces complete.

4.8.1 M-15 M-15 (With 20mm nominal size graded stone cum 5539.00
aggregate)

4.8.2 M-10 M-10 (With 20mm nominal size graded stone cum 5272.00
aggregate) Nominal Mix -1 Cement: 3 sand: 6 graded
stone aggregate.

Civil Engineer Fieldwork Expert “SOR” Page 29

Item Sub Item Name Description Unit Rate
No. Item (In Rs.)
No.

1 2 3 4 5 6

4.9 Extra for C.C. Add extra for item no. 4.6, 4.7 and 4.8 above floor cum 1%
above floor II two level for every additional floor or part there of

4.10 DPC 40mm Providing and laying damp-proof course 40mm thick Sqm 210.00
thick with cement concrete 1:2:4 (1 cement: 2 sand: 4
graded stone aggregate 12.5mm nominal size).

4.11 DPC 50mm Providing and laying damp-proof course 50mm thick sqm 257.00
thick with cement concrete 1:2:4 (1 cement : 2 sand : 4
graded stone aggregate 20mm nominal size).

4.12 Extra for Extra for providing and mixing water proofing Per 49.00
water material as per IS standard in cement concrete work bag of
proofing in quantity as prescribed by the manufacturer. 50 kg
c.c of
cement

4.13 Bitumen coat Applying a coat of residual petroleum bitumen of Sqm 129.00
for DPC penetration 80/100 of approved quality using 1.7kg
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 C.C. Extra for concrete work in superstructure above floor cum 1%
work in two level for each floors or part thereof
superstructure

4.15 Extra for C.C. Extra for laying concrete in or under water and/or cum 308.00
in or under liquid mud including cost of pumping or bailing out per
water water and removing slush etc. complete. Note for item meter
No. 4.15:- The quantity will be calculated by depth
multiplying the depth measured from the sub-soil
water level upto 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 than 0.05m
ignored.

4.16 Extra for Extra for laying concrete in or under foul positions. cum 129.00
c.c. under
foul
positions

4.17 Plinth Making plinth protection 50mm thick of cement sqm 371.00
protection by concrete grade M10 over 75mm bed of dry metal
C.C. ballast 40mm nominal size well rammed and
consolidated and filled with sand including finishing
the top smooth (with 20mm nominal size graded stone
aggregate.)

Civil Engineer Fieldwork Expert “SOR” Page 30

Item Sub Item Name Description Unit Rate
No. Item (In Rs.)
No.

1 2 3 4 5 6

4.18 Extra for Extra for addition of synthetic polyester triangular per 49.00
fibre in C.C. fiber of length 12 mm, effective diameter 10-40 bag
microns and specific gravity of 1.34 to 1.40 in cement of
concrete/RCC/Flooring/ Water retaining structures by 50
using 125 gms of synthetic polyester triangular fibre kg of
for 50 kgs cement used as per directions of Engineer- cement
in
Charge.

4.19 Precast Precasting and placing in position 125 mm dia each 495.00
bollards 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 450 mm
long with 150x150x6mm M.S. plate welded at bottom
and embedded 150mm in cement concrete 1:3:6 (1
Cement : 3 sand : 6 graded stone aggregate 20 mm
nominal size) including necessary excavation of size
250x250x450mm deep for the same in
bitumen/concrete pavement at specified spacing.

4.20 Precast Providing and fixing up to floor two level precast cum 6783.00
string/lacin cement concrete string or lacing courses, copings, bed
g courses, plates, anchor blocks, plain window sills, shelves,
copings etc louvers, steps, stair cases, etc., including hoisting and
M-20 setting in position with cement mortar 1:3 (1 Cement :
3 coarse sand), cost of required Centering complete.
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3
graded stone aggregate 20mm nominal size)

4.21 Precast solid Providing and fixing up to floor two level precast cum 9943.00
block M-20 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 . 1:1.5:3 (1 cement : 1.5 coarse sand(zone-
III) : 3 graded stone aggregate 20mm nominal size)

4.22 Precast Providing and fixing up to floor two level precast cum 7669.00
hollow block cement concrete hollow block, including hoisting and
M-20 setting in position with cement mortar 1:3 (1 cement :
3 coarse sand), cost of required centering, shuttering
complete. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-
III) : 3 graded stone aggregate 20mm nominal size)

Civil Engineer Fieldwork Expert “SOR” Page 31

Item Sub Item Name Description Unit Rate
No. Item (In Rs.)
No.

1 2 3 4 5 6

4.23 RMC with fly Providing and laying in position ready mixed plain
ash cement concrete, using fly ash and 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) Fly ash conforming to grade I of IS 3812
(Part-1) only be used as part replacement of OPC as
per IS : 456. Uniform blending with cement is to be
ensured in accordance with clauses 5.2 and 5.2.1 of
IS: 456 -2000 in the items of BMC and RMC.

4.23.1 Upto plinth All works up to plinth level:

4.23.1.1 M-15 M-15 grade plain cement concrete (cement content cum 5920.00
considered @ 240 kg/cum)

4.23.1.2 M-10 M-10 grade plain cement concrete (cement content cum 5792.00
considered @ 220 kg/cum)

4.23.2 Above plinth All works above plinth and upto floor two level

4.23.2.1 M-15 M-15 grade plain cement concrete (cement content cum 6286.00
considered @ 240 kg/cum)

4.23.2.2 M-10 M-10 grade plain cement concrete (cement content cum 6058.00
considered @ 220 kg/cum)

Civil Engineer Fieldwork Expert “SOR” Page 32

Item Sub Item Name Description Unit Rate
No. Item (In Rs.)
No.

1 2 3 4 5 6

4.24 RMC 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.

4.24.1 Upto plinth All works up to plinth level:

4.24.1.1 M-15 M-15 grade plain cement concrete (cement content cum 5969.00
considered @ 240 kg/cum)

4.24.1.2 M-10 M-10 grade plain cement concrete (cement content cum 5940.00
considered @ 220 kg/cum)

4.24.2 Above plinth All works above plinth and upto floor two level

4.24.2.1 M-15 M-15 grade plain cement concrete (cement content cum 6435.00
considered @ 240 kg/cum)

4.24.2.2 M-10 M-10 grade plain cement concrete (cement content cum 6306.00
considered @ 220 kg/cum)

4.25 Plum Cement Plum Cement concrete 1:2:4 with 75% graded metal cum 3709.00
concrete of maximum size 40 mm and 25% plum of 150mm
size.

Civil Engineer Fieldwork Expert “SOR” Page 33

 CHAPTER – 5.0

Schedule of Rates
for
Reinforced Cement Concrete

Civil Engineer Fieldwork Expert “SOR” Page 34

 LIST OF BUREAU OF INDIAN STANDARD CODES
S.No. I.S. No. Subject
1 IS 226 Structural Steel
2 IS 432 (Part I) Specification for mild steel and medium tensile steel bars and
hard drawn steel wire for concrete reinforcement part-I mild
steel and medium tensile steel bars.
3 IS 432 (Part II) Specification for mild steel and medium tensile steel bars and
hard drawn steel wire for concrete reinforcement – Part-II hard
drawn steel wire.
4 IS 456 Code of Practices for plain and Reinforced concrete.
5 IS 516 Method of test for strength of concrete.
6 IS 716 Specification for pentachlorophenol
7 IS 1199 Method of sampling and analysis of concrete.
8 IS 1200 (Part II) Method of measurement of building and civil engineering
work – concrete work
9 IS 1200 (Part V) Method of measurement of building and civil engineering
work – concrete work (Part 5- Form work)
10 IS 1566 Specification for hard drawn steel wire fabric for concrete
requirement
11 IS 1599 Method for bend test
12 IS 1343 Code of Practice for Prestressed Concrete
13 IS 1608 Method for tensile testing of steel products

14 IS 1786 Specification for high strength deformed steel and wires for
concrete reinforcement.
15 IS 1791 Specification for batch type concrete mixes
16 IS 2502 Code of practice for bending and fixing of bars for concrete
Reinforcement.
17 IS 2751 Recommended practice for welding of mild steel plain and
deformed bars for reinforced construction
18 IS 4925 Batch plants specification for concrete batching and mixing
plant
19 IS 4926 Ready – Mixed Concrete
20 IS 6523 Specification for precast reinforced concrete door, window
frames
21 IS 10262 Recommended guidelines for concrete mix design
22 IS 13311 Indian standard for non-destructive testing of concrete. Method
(Part I) of test for ultrasonic pulse velocity
23 IS 13311 Indian standard for non-destructive testing of concrete. Method
(Part II) of testing by rebound hammer.

Civil Engineer Fieldwork Expert “SOR” Page 35

Item Sub Item Description Unit Rate
No. Item Name (InRs.)
No.
1 2 3 4 5 6
5.1 RCC upto Providing and laying in position specified grade
plinth of reinforced cement concrete (with 20mm
nominal size graded stone aggregate) excluding
the cost of centering, shuttering, finishing and
reinforcement - All work up to plinth level :
5.1.1 M-20 M-20 Grade Concrete cum 5996.00
5.1.2 M-15 M-15 Grade Concrete cum 5597.00
5.2 RCC in walls, Reinforced cement concrete work (with 20 mm
columns, pillars nominal size graded stone aggregate) in walls
etc (any thickness), including attached pilasters,
buttresses, plinth and string courses, fillets,
columns, pillars, posts and struts etc. above
plinth level and upto floor two level excluding
cost of centering, shuttering, finishing and
reinforcement:
5.2.1 M-20 M-20 Grade Concrete cum 5965.00
5.3 RCC in beams, Reinforced cement concrete work (with 20 mm
floors, staircases nominal size graded stone aggregate) in beams,
etc suspended floors, roofs having slope of any
degree landings, balconies, shelves, chajjas,
lintels, bands, plain window sills, staircases and
spiral staircases above plinth level and upto floor
two level excluding the cost of centering,
shuttering, finishing and reinforcement in
concrete grade.
5.3.1 M-20 M-20 Grade Concrete cum 6355.00
5.4 RCC in kerbs, Providing and laying upto floor two level
steps reinforced cement concrete (with20 mm nominal
size graded stone aggregate) in kerbs, steps and
the like excluding the cost of centering,
shuttering, finishing and reinforcement with
Concrete grade.
5.4.1 M-20 M-20 Grade Concrete cum 5742.00
5.5 RCC in arches, Reinforced cement concrete work (with 20 mm
domes, shells nominal size graded stone aggregate) in arches,
etc. archribs, domes, vaults, shells, folded plate
above plinth level and upto floor two level
excluding the cost of centering, shuttering,
finishing and reinforcement in Concrete grade.
5.5.1 M-20 M-20 Grade Concrete 6655.00

Civil Engineer Fieldwork Expert “SOR” Page 36

Item Sub Item Description Unit Rate
No. Item Name (InRs.)
No.
1 2 3 4 5 6
5.6 RCC in Reinforced cement concrete work (with 20 mm
chimneys and nominal size graded stone aggregate) in
shafts etc. chimneys, shafts, upto floor two level excluding
the cost of centring, shuttering, finishing and
reinforcement with
5.6.1 M-20 M-20 Grade Concrete cum 6809.00
5.7 RCC in well Reinforced cement concrete work (with 20 mm
steining nominal size graded stone aggregate) in well-
steining excluding the cost of centering,
shuttering, finishing and reinforcement with
5.7.1 M-20 M-20 Grade Concrete cum 5648.00
5.8 RCC in fins Reinforced cement concrete work (with 20 mm cum 6305.00
nominal size graded stone aggregate) in vertical
and horizontal fins individually or forming box
louvers, facias and eaves boards up to floor two
level excluding the cost of centering, shuttering,
finishing and reinforcement in M 20 –Grade
Concrete
5.9 Centering and Centering and shuttering in cluding strutting,
Shuttering propping etc. and removal of form for:
5.9.1 Upto plinth Foundations, footings, bases of columns, etc. for sqm 199.60
concrete upto plinth level
5.9.2 Walls Walls (any thickness) in cluding attached pilasters
butter esses, plinth beams and string courses etc.
5.9.2.1 Upto plinth Uptoplinthlevel. sqm 229.00
level
5.9.2.2 Above plinth Above plinth upto 3.6 m height from plinth level sqm 340.00
5.9.2.3 Extra for Extra for additional height in centering, sqm 49.00
additional shuttering where ever required with adequate
height in bracing, propping etc. including cost of de-
centering, shuttering and decentering at all levels, over a
shuttering height of 3.6 m, for every additional height of 1
metre or part thereof.
5.9.3 Suspended Suspended floors, roofs, landings, balconies and sqm 449.60
floors, roofs access platform.
etc

Civil Engineer Fieldwork Expert “SOR” Page 37

Item Sub Item Description Unit Rate
No. Item Name (InRs.)
No.
1 2 3 4 5 6
5.9.4 Shelves Shelves(Cast in situ) sqm 299.00
5.9.5 Lintels, Beams Lintels, beams, girders, bressumers and sqm 356.00
and cantilevers
Centilevers
5.9.6 Columns Columns, P i l l a r s , Piers, Abutments, sqm 481.20
Posts and Struts.
5.9.7 Staircase Stairs, (excluding landings) except spiral- sqm 455.70
Staircases.

5.9.8 Spiral Spiral staircases (including landing). sqm 470.00

Staircase
5.9.9 Arches Arches, domes,vaults upto 6m span sqm 1241.60

5.9.10 Extra for Extra for arches, domes, vaults exceeding 6 sqm 461
arches >6m m span
5.9.11 Chimneys and Chimneys and shafts sqm 299.00
shafts
5.9.12 Coffer slab Coffer/waffle slab of any size or shape as sqm 1281.00
shown in the drawing.
5.9.13 Well steining Well steining sqm 274.00

5.9.14 Fins Vertical and horizontal fins individually or sqm 653.40

forming Box louvers band, facias and eaves
boards.
5.9.15 Extra for Extra for shuttering in circular work or any sqm 20%
circular or other geometrical shape (20% of
other respective centering and shuttering items).
geometrical
shape
5.9.16 Lintels Small lintels not exceeding 1.5m clear sqm 195.00
span, mouldingas incornices, window,
sills, courses, bands, copings, bed plates,
anchor blocks and the like.
5.9.17 Cornices and Cornices and mouldings sqm 575.00
mouldings
5.9.18 Small surfaces Small surfaces such as cantilever ends, sqm 539.60
brackets and ends of steps, caps and bases
to pilasters and columns and the like.

5.9.19 Weather shade Weather shade, Chajjas, corbels etc., sqm 544.20
and chajjas including Edges.

Civil Engineer Fieldwork Expert “SOR” Page 38

Item Sub Item Description Unit Rate
No. Item Name (InRs.)
No.
1 2 3 4 5 6
5.9.20 Suspended Suspended floors, roofs, landings, balconies and sqm 585.35
floors with ply Access platform. With water proof ply 12 mm
thick. (item to be executed with prior permission
of S.E. in case of B & R works and from
Additional Project Director in case of PIU
works)
5.9.21 Lintels, beams, Lintels, beams, columns, girders, bressumers and sqm 531.20
columns etc with cantilevers with waterproof ply 12 mm thick
ply (item to be executed with prior permission of
S.E. in case of B&R works and from Additional
Project Director in case of PIU works)
5.10 Extra for Extra for additional height in centering,
additional shuttering where ever required with adequate
height in bracing, propping etc. including cost of de-
centering, shuttering and decentering at all levels, over a
shuttering height of 3.6 m, for every additional height of 1
metre or part thereof (Plan area to be measured)
5.10.1 Suspended Suspended floors, roofs, landing, beams and sqm 232.00
floors balconies (Plan area to be measured).
5.11 Precast RCC Providing, hoisting and fixing up to floor two level cum 7930.00
M-15 precast reinforced cement concrete in lintels,
manhole cover, shelves and like including setting in
cement mortar 1:3 (1 cement : 3 sand), cost of
required centering, shuttering and finishing with
neat cement punning on exposed surfaces but
excluding the cost of reinforcement with M 15 –
Grade Concrete.
5.12 Precast RCC Providing precast cement concrete Jali 1:2:4 (1
Jali 1:2:4 cement : 2 sand : 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 sand) etc. complete excluding
plastering of the jambs, sills and soffits.
5.12.1 50mm thick 50 mm thick sqm 799.00
5.12.2 40mm thick 40 mm thick sqm 699.00
5.12.3 25mm thick 25 mm thick sqm 610.00
5.13 Encasing RCC Encasing rolled steel sections, in beams and cum 7034.00
in rolled steel columns, with cement concrete M 15 (1 cement: 2
sections sand: 4 graded stone aggregate 20mm nominal size)
including centering and
shuttering complete but excluding cost of
reinforcement.

Civil Engineer Fieldwork Expert “SOR” Page 39

Item Sub Item Description Unit Rate
No. Item Name (InRs.)
No.
1 2 3 4 5 6
5.14 Encasing RCC Encasing rolled steel section in grillages with cum 4935.00
in grillages cement concrete M 15 (1 cement: 2 sand: 4 graded
stone aggregate 20 mm nominal size) including
centering and shuttering but excluding cost of
expanded metal and
hangers.
5.15 Expanded metal Extra for providing and fixing expanded metal mesh sqm 420.00
for of size 20x60mm and strands 3.25mm wide 1.6mm
encasing rolled thick weighing 3.64 kg per sqm for encasing of
steel sections rolled steel sections in beams, columns and grillages
excluding
cost of hangers.
5.16 Reinforcement Reinforcement for R.C.C. work including
straightening, cutting, bending, placing in position
and binding including cost of binding wire all
wastages and overlaps, couplers (overlaps shall be
provided as per requirement of IS 13920 for ductile
detaling IS 456 RCC Design & SP 34
Reinforcement detailing ) etc. complete .
(Note:-
1. Spacer bars (chairs) shall be paid separately as
shown in the drawing and as per direction of
engineer in charge.
2. No extra payment shall be done for overlaps
and/or couplers.
3. Couplers shall be conforming to IS code on
“Reinforcement Couplers for Mechanical Splices of
Bars for Concrete Reinforcement - Specification”)
5.16.1 Mild and Mild steel and Medium Tensile steel bars. kg 69.00
medium
5.16.2 Hard Hard drawn steel wire kg 78.75
5.16.3 Cold twisted Cold twisted bars (CTD) kg 69.90
5.16.4 Hot rolled Hot rolled deformed bars kg 69.90
5.16.5 Hard drawn Hard drawn steel wire fabric kg 79.90
5.16.6 TMT/TMX Thermo-Mechanically Treated bars. (TMT/TMX) kg 68.90
FE 500 or more conforming to IS 1786
5.17 Reinforcement Add extra for providing reinforcement above Floor kg 0.20
above floor two level for every additional floor or
two level part thereof.

Civil Engineer Fieldwork Expert “SOR” Page 40

 Item Sub Item Description Unit Rate
No. Item Name (InRs.)
No.
1 2 3 4 5 6
5.18 Copper plate Providing and fixing in position copper plate Kg 492.00
for expansion as per design for expansion joints.
joints
5.19 Blown bitumen Providing and filling in position, blown per 48353.00
bitumen in expansion joints. cum
5.20 Bitumen mix Providing and filling in position bitumen mix per 14863.00
filler filler of Proportion 80 kg. Of hot bitumen, 1 cum
kg. Of cement and 0.25 cubic metre of sand
for expansion joints.
5.21 Silicon sealant Providing and filling gap in expansion joint Per 109.54
between RCC/ Stone/Ceramic tiles/Granite/ cm
Marble by providing silicon sealant over depth
backer rod of approved quality weather per
sealant as per drawing and direction of cm
engineer in charge up to 25mm width & 12 width
mm depth. one
m
long.
5.22 Bitumen Providing and fixing in position bitumen
impregnated impregnated fibre board conforming to IS:
fibre board 1838 including cost of primer, sealing
compound in expansion joints.
5. 22.1 12 mm thick 12 mm thick sqm 422.00
5. 22.2 25 mm thick 25 mm thick sqm 594.00
5. 22.3 50 mm thick 50 mm thick sqm 694.00
5.23 Sheet cover Providing and fixing sheet covering over
over expansion expansion joints with iron screws as per
joints design.
5. 23.1 Fibre cement Non-asbestos fibre cement board 6 mm thick
as per IS: 14862.
5. 23.1.1 150mm 150mm wide. RM 109.00
5. 23.1.2 200mm 200mm wide. RM 147.00
5. 23.1.3 250mm 250mm wide. RM 163.00
5. 23.2 Aluminium Aluminium fluted strips 3.15mm thick.

Civil Engineer Fieldwork Expert “SOR” Page 41

Item Sub Item Description Unit Rate
No. Item Name (InRs.)
No.
1 2 3 4 5 6
5. 23.2.1 150 mm 150 mm wide. RM 493.00
5. 23.2.2 200 mm 200 mm wide. RM 656.00
5. 23.2.3 250 mm 250 mm wide. RM 735.00

5. 23.3 SS -304 Stainless steel Grade 304 plate-1.0 mm thick

5. 23.3.1 150 mm 150 mm wide. RM 377.00

5. 23.3.2 200 mm 200 mm wide. RM 453.00

5. 23.3.3 250 mm 250 mm wide. RM 565.00

5.24 Plaster drip Providing for plaster drip course/ groove in RM 18.5
course/ groove plastered surface or moulding to R.C.C.
projections.
5.25 Extra RCC for Extra for laying reinforced cement concrete in cum 317.00
in or under or under water and/ or liquid mud including
water cost of pumping or bailing out water and
removing slush etc., complete.
Note- For Item No. 5.25:-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 ubsoil 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 condition
5.26 Extra for RCC Extra for laying reinforced cement concrete in cum 129.00
in or under foul or under foul positions.
position

Civil Engineer Fieldwork Expert “SOR” Page 42

Item Sub Item Description Unit Rate
No. Item Name (InRs.)
No.
1 2 3 4 5 6
5.27 BMC Providing and laying in position machine batched,
machine mixed cement concrete (BMC) of M-25
grade for reinforced cement concrete work using
cement content as per approved mix design
including use of admixtures in recommended
proportions as per IS 9103 to accelerate/retard
setting, improve workability of concrete without
impairing strength and durability as per direction of
Engineer-in charge and pumping of concrete to site
of laying and finishing but excluding the cost of
centering, shuttering, and reinforcement. (Note: -
Minimum cement content is 330 kg/cum) and no
extra payment for extra cement used as per mix
design.
5.27.1 Upto plinth All works upto plinth level. cum 6207.00
5.27.2 Above plinth All works above plinth level and upto floor five cum 6521.00
upto floor 5 level.
5.27.3 Above floor 5 Add extra for each floor for all works above floor cum 79.00
five level.
5.28 Extra for richer Extra for providing richer mixes of BMC design mix
BMC mix as per item no 5.27 upto plinth level and at all floor
levels. (No extra payment for using extra cement as
per requirement of mix design.)
5. 28.1 M-30 Providing M-30 grade concrete instead of M- 25 cum 75.00
grade.
(Note : minimum cement content is @ 340 kg/cum)
5. 28.2 M-35 Providing M-35 grade concrete instead of M- 25 cum 160.00
grade.
(Note: : minimum cement content is @ 350 kg/cum)
5. 28.3 M-40 Providing M-40 grade concrete instead of M- 25 cum 220.00
grade.
(Note: minimum cement content is @ 360 kg/cum)
5.29 Precast RCC Providing and placing in position precast reinforced cum 14479.00
waffle unit cement concrete waffle units square or rectangular
as per design and shape for floors and roofs in M-20
–Grade Concrete
(with graded stone aggregate 10mm nominal size)
including flush or deep ruled pointing at

Civil Engineer Fieldwork Expert “SOR” Page 43

Item Sub Item Description Unit Rate
No. Item Name (InRs.)
No.
1 2 3 4 5 6
joints in Cement mortar 1:2 (1 Cement : 2 sand),
making necessary holes of required sizes for
carrying through service lines etc. including
provision of steel hooks for lifting and form work,
handling, hoisting, centering and erection complete
for all floor levels but excluding the cost of
reinforcement.
5.30 RMC M-25 Providing and laying in position ready mixed
concrete (RMC) of M-25 grade for reinforced
cement concrete work, using 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 reinforced cement
concrete work, including pumping of R.M.C. from
transit mixer to site of laying, excluding the cost of
centering, shuttering, finishing and reinforcement,
including cost of 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: Minimum cement content is @ 330 kg/cum.
(No extra payment for using extra cement as per
requirement of mix design.)
5.30.1 Upto plinth All works upto plinth level. cum 6526.00
5.30.2 Upto floor V All works above plinth level and upto floor V level. cum 7081.00
level
5.30.3 Extra for Extra for each additional floor for all works above cum 79.00
Additional floor five level
floor
5.31 Extra for Extra for R.C.C. work above floor two level for cum 1% of
R.C.C. above each floors or part thereof. (except items respective
floor two level 5.26 and 5.29) item
5.32 Water based Supplying and applying pre tested and approved
concrete curing water based concrete curing compound to concrete/
compound masonry surface, all as per manufacturer’s
specification and direction of Engineer-in-charge.

Civil Engineer Fieldwork Expert “SOR” Page 44

Item Sub Item Description Unit Rate
No. Item Name (InRs.)
No.
1 2 3 4 5 6
5.32.1 Non pigmented Non pigmented wet curing compound sqm 99.00

5.32.2 Pigmented Pigmented wet curing compound. sqm 108.00

5.33 Doors Providing and fixing in position factory made

windows RCC precast RCC M-40 doors, windows and
frames ventilator frames having excellent smooth
finish, as per IS: 6523 with 6mm dia main
reinforcement (3 nos for single rebate and 4
nos for double rebate) tied with 3mm mild
steel stirrups @ 200mm c/c, with high destiny
virgin polymer blocks of size 25X25X125
mm, to receive hinges (3 to 4 for door and
window and at least 2 for ventilator), each
polymer block having at least four holes for
passing one of the main reinforcement bar,
providing specially designed M.S. galvanised
sleeves for accommodating 6mm dia. fully
threaded hold fast bolts, and providing hole
cap for receiving 16mm dia sliding door bolts
(L-drop), providing virgin high density
polymer blocks for fixing socket of tower bolt
window frame provided with holes between
or adjacent rebates to hold fast grill or steel
bar, ventilator frame provided with grooves
for louvers at an angel of 45 degree at spacing
to block direct vision etc. complete, as per the
direction of Engineer-in-charge. The cost of
hold fast and cement concrete block of 1:3: 6
(1 Cement: 3 sand: 6 Graded stone aggregate
20mm nominal size) mix is also included in
the item.

5. 33.1. Double rebate Frame 125 mmx 60 mm (double rebate) RM 386.00

5. 33.2. Single rebate Frame 100mmx 60 mm (Single rebate) RM 359.00

5. 33.3 Single rebate Frame 85mmx 60 mm (Single rebate) RM 335.00
5.34 6 mm plaster Smooth finishing of the exposed surface of sqm 99.00
(cm1.3) over RCC work with 6mm thick cement mortar 1:3
RCC (1 cement: 3 sand).

Civil Engineer Fieldwork Expert “SOR” Page 45

 CHAPTER – 6.0

Schedule of Rates
for
Masonry Work

Civil Engineer Fieldwork Expert “SOR” Page 46

 LIST OF BUREAU OF INDIAN STANDARD CODES

S.No. I.S. No. Subject

1 IS 712 Specification for building limes.

2 IS 1077 Common burnt clay building bricks.

3 IS 1200 (Part 3) Method of measurements of brick works.

4 IS 2212 Code of practice for brick work. (1st Revision)

5 IS 2222 Specification for burnt clay perforated building bricks.

6 IS 2849 Specification for non-load bearing gypsum partition blocks,

(Solid and hollow types)

7 IS 3495 Method of test for burnt clay building bricks.

8 IS 3812 Specification for fly ash for use as pozzolana and admixture.

9 IS 4139 Specification of calcium silicate bricks.

10 IS4885 Specification for sewer brick.

11 IS 5454 Methods of sampling of clay building bricks.

12 IS 12894 Pulverized fuel ash lime bricks specification.

13 IS 13757 Specification of burnt clay fly ash bricks.

14 IS 2185 (part-3) Autoclaved cellular aerated concrete

15 IS 6073 Autoclaved Reinforced cellular concrete floor and roof slabs

saticifications

16 IS 6072 Autoclaved Reinforced cellular concrete wall slabs

17 IS 1893 Criteria for earth quake

Civil Engineer Fieldwork Expert “SOR” Page 47

 Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
6.1 Brick work with Brick work with well burnt chimney
2
40kg/cm chimney bricks in bulls pattern trench kiln
bricks up to plinth manufactured by ghol process, crushing
strength not less than 40kg /cm2 and water
absorption not more than 15% in
foundation and plinth i/c curing etc.
complete.
6.1.1 CM 1:4 Cement mortar 1:4 (1 cement : 4 sand) cum 6018.00
6.1.2 CM 1:6 Cement mortar 1:6 (1 cement : 6 sand) cum 5826.00
6.2 Brick work with Brick work with well burnt chimney
40kg bricks in bulls patent trench kiln
/cm2chimney manufactured by ghol process ,crushing
bricks in strength not less than 40kg /cm2 and water
superstructure absorption not more than 15% in
superstructure above plinth level and up
to floor two level i/c curing etc. complete.
6.2.1 CM 1:4 Cement mortar 1:4 (1 cement : 4 sand) cum 6212.00
6.2.2 CM 1:6 Cement mortar 1:6 (1 cement : 6 sand) cum 6021.00
6.3 Brick work with Brick work with well burnt chimney
25kg /cm2 chimney bricks in bulls pattern trench kiln,
bricks in foundation crushing strength not less than 25kg /cm2
and plinth and water absorption not more than 20%
in foundation and plinth i/c curing etc
complete.
6.3.1 CM 1:4 Cement mortar 1:4 (1 cement : 4 sand) cum 5452.00
6.3.2 CM 1:6 Cement Mortar 1:6 (1 cement:6 sand). cum 5261.00
6.4 Brick work 25kg Brick work with well burnt chimney
/cm2 chimney bricks in bulls pattern trench kiln,
bricks in crushing strength not less than 25kg /cm2
superstructure and water absorption not more than 20%
in superstructure above plinth level and up
to floor two level i/c curing etc
complete.

Civil Engineer Fieldwork Expert “SOR” Page 48

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
6.4.1 CM 1:4 Cement mortar 1:4 (1 cement : 4 sand) cum
5646.00
6.4.2 CM 1:6 Cement Mortar 1:6 (1 cement:6 sand). cum 5355.00
6.5 Brick work with Brick work with well brunt open bhatta,
bhatta, bricks in bricks, crushing strength not less than
foundation 25kg /cm2 and water absorption not more
than 20% in foundation and plinth i/c
curing etc complete.
6.5.1 CM 1:4 Cement mortar 1:4 (1 cement : 4 sand) cum 4547.00
6.5.2 CM 1:6 Cement Mortar 1:6 (1 cement: 6 sand). cum 4355.00
6.6 Brick work with Brick work with well brunt open bhatta,
bhatta, bricks in bricks, crushing strength not less than
superstructure 25kg / cm2 and water absorption not more
than 20% in superstructure above plinth
level and up to floor two level i/c curing
etc complete.
6.6.1 CM 1:4 Cement mortar 1:4 (1 cement : 4 sand) cum 4741.00
6.6.2 CM 1:6 Cement Mortar 1:6 (1 cement : 6 sand) cum 4550.00
6.7 Brick work fly ash Brick work with fly ash lime bricks
bricks insuper (FALG Bricks) conforming to IS:12894-
structure 2002, in super structure above plinth level
up to floor two level in :
6.7.1 100 kg / cm2 Having 100 kg / cm2 average
compressive strength.
6.7.1.1 CM 1:4 Cement mortar 1:4 (1 cement : 4 sand) cum 5584.00
6.7.1.2 CM 1:6 Cement mortar 1:6 (1 cement : 6 cum 5362.00
sand)
6.7.2 75 kg / cm2 Having 75 kg / cm2 average
compressive strength.

Civil Engineer Fieldwork Expert “SOR” Page 49

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
6.7.2.1 CM 1:4 Cement mortar 1:4 (1 cement : 4 cum 5371.00
sand)

6.7.2.2 CM 1:6 Cement mortar 1:6 (1 cement : 6 cum 5249.00

sand)

6.7.3 50 kg / cm2 Having 50 kg / cm2 average

compressive strength.

6.7.3.1 CM 1:4 Cement mortar 1:4 (1 cement : 4 cum 5358.00

sand)

6.7.3.2 CM 1:6 Cement mortar 1:6 (1 cement : 6 cum 5136.00

sand)

6.8 Brick work with Brick work with calcium silicate

calcium silicate bricks machine moulded conforming
bricks to IS:4139, having 100 kg/cm2
average compressive strength in
super structure above plinth level
upto floor II level in :

6.8.1 CM 1:4 Cement mortar 1:4 (1 cement : 4 cum 5487.00

sand)

6.8.2 CM 1:6 Cement mortar 1:6 (1 cement : 6 cum 5395.00

sand)

6.9 Brick work sewer Brick work with extruded burnt fly cum 5382.00
bricks in ash clay sewer bricks (Conforming
foundation to IS: 4885 ) in foundation and
plinth :
Cement Mortar 1:4 ( 1 cement : 4
sand)
6.10 Brick work sewer Brick work with extruded burnt fly cum 7855.00
bricks in arches ash clay sewer bricks (conforming to
IS: 4885) in archesin foundation and
plinth including centering and
shuttering complete in cement mortar
1:3 (1 cement: 3 sand).

6.11 Extra for brick Extra for brick work in superstructure cum 2%
work above floor above floor two levels for each
two level additional floor or part
thereof respective item.

Civil Engineer Fieldwork Expert “SOR” Page 50

Item Sub Item Item Name Description Unit Rate (In
No. No. Rs.)

1 2 3 4 5 6

6.12 Half brick masonry Providing half brick masonry with

ghol brick 40 kg well burnt chimney bricks in bull
/cm2 patent trench kiln manufactured by
ghol process crushing strength not
less than 40 kg /cm2 and water
absorption not more than 15% in
superstructure above plinth level and
up to floor two level.
6.12.1 CM 1:3 Cement mortar 1:3 (1 cement : 3 sqm 720.00
sand)

6.12.2 CM 1:4 Cement mortar 1:4 (1 cement : 4 sqm 683.00

sand)

6.13 Half brick masonry Providing half brick masonry with

chimney 25 kg well burnt chimney bricks in bull
/cm2 pattern trench kiln crushing strength
not less than 25 kg /cm2 and water
absorption not more than 20% in
superstructure above plinth level and
up to floor two level.
6.13.1 CM 1:3 Cement mortar 1:3 (1 cement : 3 sqm 659.00
sand)

6.13.2 CM 1:4 Cement mortar 1:4 (1 cement : 4 sqm 635.00

sand)

6.14 Half brick masonry Providing half brick masonry with

open bhatta bricks well burnt open bhatta bricks
crushing strength not less than 25 kg
/cm2 and water absorption not more
than 20% in superstructure above
plinth level and up to floor two level
6.14.1 CM 1:3 Cement mortar 1:3 (1 cement : 3 sqm 556.00
sand)

Civil Engineer Fieldwork Expert “SOR” Page 51

 Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
6.15 Half brick masonry Half brick masonry with fly ash lime
fly ash lime bricks Gypsum bricks (FALG bricks)
conforming to IS: 12894, in super
structure above plinth and upto floor
two level.
6.15.1 100 kg/cm2 Having 100 kg/cm2 average
compressive strength.
6.15.1.1 CM 1:3 Cement mortar 1 : 3 (1 cement : 3 sand) sqm 590.00
6.15.1.2 CM 1:4 Cement mortar 1 : 4 (1 cement : 4 sand) sqm 571.00
6.15.2 75 kg/cm2 Having 75 kg/cm2 average
compressive strength.
6.15.2.1 CM 1:3 Cement mortar 1 : 3 (1 cement : 3 sand) sqm 544.00
6.15.2.2 CM 1:4 Cement mortar 1 : 4 (1 cement : 4 sand) sqm 525.00
6.15.3 50 kg/cm2 Having 50 kg/cm2 average
compressive strength.
6.15.3.1 CM 1:3 Cement mortar 1 : 3 (1 cement : 3 sand) sqm 499.00
6.15.3.2 CM 1:4 Cement mortar 1 : 4 (1 cement : 4 sand) sqm 479.00
6.16 Extra for half Extra for half brick masonry in sqm 11.00
brick masonry superstructure, above floor two level for
above floor two every floor or part thereof respective item.
level
6.17 Extra for M.S. bars Extra for providing and placing in sqm 137.00
in half brick position 2 Nos. 8mm dia. M.S. bars at
masonry every third course of in half brick
masonry.
6.18 Honey-comb Honey-comb brick work 10 cm thick with sqm 476.00
brick work well burnt chimney bricks manufactured
by ghol process crushing strength not
less than 40kg
/sqcm and water absorption not more than
15% in cement mortar 1:4
(1 cement : 4 sand).
6.19 Extra for forming Extra for forming cavity 5cm to 7.5cm sqm 85.00
cavity in wall 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 300mm long of

Civil Engineer Fieldwork Expert “SOR” Page 52

 Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
25x3mm section at not less than 3 ties
per sqm as per approved design.
6.20 Brick work in Brick work in plain arches in cum 8707.00
plain arches superstructure including centering and
shuttering complete with chimney bricks
having crushing strength not less than
40kg /cm2 and water absorption not more
than 15% in cement mortar 1:3 (1
cement : 3 sand).
6.21 Brick work in gauged Brick work in gauged arches in cum 9891.00
arches superstructure in cement mortar 1:3 (1
cement : 3 sand) including centering and
shuttering complete, with chimney bricks
having crushing strength not less than
40kg /cm2 and water absorption not more
than 15%
6.23 Half brick Providing half brick masonry with kiln metre 230.00
masonry for burnt clay bricks of 40kg /cm2 and water
closing cavity absorption not more than 15% in cement
mortar 1:3 (1 Cement : 3 sand) in
superstructure for closing cavity 5 to 7.5
cm wide in cavity wall complete with 10
cm wide bitumen felt type 3 grade 1.
6.24 Extra for brick Extra for laying brick work in or under cum 320.00
work under water water and/or liquid mud including cost of per
pumping or bailing out water and metre
removing slush etc. complete. depth
NOTE: - The quantity will be calculated
by multiplying the depth measured from
sub - soil water level up to the centre of
gravity of brick work under sub - 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.
6.25 Extra for brick Extra for laying brick work in or under cum 110.00
work in foul foul position.
position

Civil Engineer Fieldwork Expert “SOR” Page 53

 Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6

6.26 Cellular concrete Providing and laying cellular concrete cum 5152.00
block masonry blocks masonry having density ranging
from 800kg/m3 in super structure above
plinth level up to floor two level in
cement mortar 1:4 (1 cement: 4 sand) The
nominal dimensions of the concrete
blocks shall be as follows in additional
block shall be of half lengths of 200, 250
or 300 mm to correspond to the full
lengths. The size of the blocks specified
other than those specified may also be
used.
6.27 Autoclaved Aerated Providing and laying Autoclaved Aerated
Concrete (AAC) Concrete (AAC) blocks masonry, using
blocks masonry AAC blocks (Size length 300, 400,
500, 600 mm
Height 200, 250, 300 mm Width
100, 150, 200, 250 mm) conforming
to IS 2185 PART 3, having compressive
strength not less than 4 MPa (Grade II) in
super structure, blocks jointed with
approved block laying polymer modified
adhesive mortar as per ASTM 1660-
09,applied in uniform thickness of 2 to 3
mm in horizontal and verticals joints
using special trowel, polymer modified
mortar having minimum compressive
strength and minimum splitting tensile
strength of not less than 5MPa and 0.34
MPa respectively as per ASTM
international standard including raking
out joints. The surface of masonry units
(AAC-Block) should be slightly moist
prior to application of jointing mortar.
Block should be gently pressed down
using a rubber mallet to expel out
entrapped air and the masonry shall be
cured two days. 1st layer of masonry
block shall be placed on perfectly leveled
surface, which if required, shall be
leveled
with M-15 cement concrete at plinth

Civil Engineer Fieldwork Expert “SOR” Page 54

 Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
or floor level. Masonry shall have 75mm
thick RCC band with M-15 cement
concrete having 2 bars horizontal of 8 mm
dia with 8mm dia U- shaped single stirrup
@ 300mm C/C. Such horizontal bands
shall be placed at sill level and lintel level
where there is a provision of windows in
walls otherwise placed at vertical interval
of 1.8 meter in vertical direction shall be
spaced at
4.5 meter in horizontal direction. Vertical
bands shall be placed along jams (vertical
member of chowkhats) and extend upto
lintel levels to arrest cracking at corner
openings. RCC bands shall be measured
with AAC block masonry. Rates include
all materials including steel bars,
wastages, scaffolding and all labour etc.
complete.
6.27.1 Polymer modified AAC Masonry in polymer modified cum 5700.00
mortar mortar
6.28 Extra for AAC Extra for AAC masonry work in cum 1%
work above floor superstructure above floor two level for
two level each additional floor or part thereof
6.29 Precast Reinforced Providing hoisting & fixing precast cum 5800.00
AAC roof slabs, Autoclaved Aerated Concrete (AAC)
lintels and chhajjas reinforced roof slabs, lintels and chhajjas
as per IS: 6073 -2006 grade D
specifications (dry density, without steel,
550 kg/m3 to 650 kg/m3 and minimum
compressive strength 3.5 N/mm2)
Reinforcement shall be designed & spot
welded as per ACI 523.4R-09 and shall
have anti corrosive protective coating as
per IS: 6441 (Part -4). The roof slabs
shall have tongue and groove
arrangement, jointed with polymer
modified mortar, as per ASTMC 1660-09,
groove provided with one bar of 10mm
dia and filled with M20 grade cement
concrete. Both ends of
bar in groove shall be tied with bond
beam of minimum 80 mm

Civil Engineer Fieldwork Expert “SOR” Page 55

 Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
width and depth equal to slab/panel
thickness running at center of load bearing
wall/ beam/ supports and on other support
as well to achieve diaphragm action as per
IS 1893:2000. The Peripheral bond beam
shall have minimum 2 bars of
12 mm dia as longitudinal bars which
shall be held down by hook made in 12
mm dia vertical bars coming out from
structural beam. However Concrete in
groove and bond beam shall not be paid
separately but shall be measured with
AAC reinforced slab. Precast or lintel and
chhajja shall be jointed with cm 1:6 or 2
to 3 mm thick polymer modified cement
mortar as per ASTMC 1660-09 to AAC
Block masonry. Structural steel if used for
providing support to the lintels (such as
cleat of angle iron, C-section
anchored/hold fasted to column) at
column end towards (where door /
window opening is adjacent to the
column) shall not be paid separately. Rate
includes all handling, transportation, hire
charges of machineries scaffolding and
anti- corrosive protective coating on
reinforcement inside AAC slab /
lintel/chhajja etc. complete up to floor two
levels. All reinforcement of peripheral
bond beam, grooves and inside AAC slab,
lintel, and chhajja shall be paid @ SOR
rate (including tender percentage)
separately. Quantity of
reinforcement steel provided inside AAC
slab, lintel and chhajja shall be
ascertained on the basis of manufacturer’s
certificate and also by random destructive
testing done by engineer-in-charge or his
representative for which cost of samples
and testing charges shall be borne by the
contractor. Deflection & ultimate load
test for AAC
reinforced roof slab and lintel shall

Civil Engineer Fieldwork Expert “SOR” Page 56

 Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
be as per annex. B of IS: 6073 -2006 and
criteria for conformity and sampling shall
be as per clause-13 of IS: 6073 -2006.
6.30 Precast Reinforced Precast autoclaved aerated concrete cum 5900.00
AAC wallpanels (AAC) reinforced wall panels:- Providing
hoisting & fixing precast Autoclaved
Aerated Concrete (AAC)
reinforced wall panels as per IS:6072 -
1972 grade D (dry density, without steel,
550 kg/m3 to 650 kg/m3 and minimum
compressive strength (3.5 N/mm2). Wall
panels shall have tongue and groove
arrangement, jointed with polymer
modified mortar as per ASTMC 1660-09.
Galvanized iron connector/ cleats, nails
& screw and all
accessories as per manufactures
designed shall not be paid
separately. All reinforcement inside
panels, as per manufacturer’s design &
spot welded as per ACI 523.4R- 09, shall
have anti corrosive
protective coating as per IS: 6441 (Part -
4), shall be paid separately. Rate
includes all handling,
transportation, hire charges of
machineries scaffolding and anti-
corrosive protective coating on
reinforcement inside AAC wall panels
etc. complete up to floor two level but
does not include cost of reinforcement
inside AAC panels. Quantity of
reinforcement steel in AAC panels shall
be ascertained on the basis of certificate
of the manufacturer and also by random
destructive testing by engineer-in- charge
or his representative for which cost of
samples and testing charges shall be borne
by the contractor. Cost of reinforcement
inside AAC panels shall be paid
separately.

Civil Engineer Fieldwork Expert “SOR” Page 57

 Item Sub Item Item Name Description Unit Rate (In
No. No. Rs.)
1 2 3 4 5 6

6.31 Extra for Add extra for AAC wall panels, roof cum 1%
reinforced AAC slabs, lintels and chhajjas above floor two
work above floor level for each additional floor as per item
two level no 6.29 and 6.30.
6.32 Exposed non Brick work with common burnt clay
modular brick selected F.P.S. (non modular) bricks of
work of class class designation 7.5 in exposed brick
designation 7.5 work including making horizontal and
vertical grooves 10 mm wide 12 mm deep
complete in cement mortar 1:6 (1 cement :
6 coarse sand)
6.32.1 Upto plinth From ground level upto plinth level cum 4889.00
6.32.2 Above plinth upto Above plinth level upto floor II level cum 5336.00
floor two level
6.33 Exposed modular Brick work with modular bricks of class
brick work of class designation 7.5 in exposed brick work
designation 7.5 including making horizontal and vertical
grooves 10mm wide 12mm deep complete
from ground level up to plinth level in
cement mortar 1:6 (1 cement : 6 coarse
sand)
6.33.1 Upto plinth From ground level upto plinth level cum 4238.00
6.33.2 Above plinth upto Above plinth level upto floor II level cum 4763.00
floor two level
6.34 Gypsum panel Providing and laying Gypsum panel sqm 683.00
partitions 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 two level. Gypsum
blocks will have a minimum compressive
strength of
9.3 kg/cm2
6.35 Extra for above Extra for Gypsum panel Partitions in sqm 78.00
floor two level superstructure above floor two level
for every four floors or part thereof.

Civil Engineer Fieldwork Expert “SOR” Page 58

 CHAPTER – 7.0

Schedule of Rates
for
Stone Work

Civil Engineer Fieldwork Expert “SOR” Page 59

 LIST OF BUREAU OF INDIAN STANDARD CODES

S.No. I.S. No. Subject

1 IS 737 Specifications for wrought aluminium and aluminium alloy,
steel and strip for general engineering purpose.
2 IS 1121 - (Part-I) Methods of determination of properties and strengths of
natural building stones (Part-I compressive strength).
3 IS 1122 Methods for determination of specific gravity of natural
building stone
4 IS 1123 Methods of identification of natural building stones.
5 IS 1124 Methods of test of determination of water absorption, apparent,
specific gravity and porosity of natural building stones.
6 IS 1125 Methods of test of determination of weathering of natural
building stone
7 IS 1126 Methods of test for determination of durability of natural
building stone
8 IS 1128 Specification for Lime stone (Slab and Tiles).
9 IS 1129 Recommendations for dressing of natural building stones.
10 IS 1200 Methods of measurements of building and Civil engineering
(Part-IV) works stone Masonry.
11 IS 1197 (Part-I) Code of practice for construction of rubble stone masonry
12 IS 1597 (Part-II) Code of practice for construction of ashlar stone masonry
13 IS 1805 Glossary of terms relating to stones, quarrying and dressing

14 IS 3620 Specification for laterite stone block for masonry

15 IS 3622 Sand stone (Slab and Tiles)

16 IS 4104 (Part-I) Code of practice for external facings and veneers (Part I-Stone
facing)
17 IS 4101 (Part-II) Code of practice for external facing and veneers: (Part II-
Cement Concrete facing).

Civil Engineer Fieldwork Expert “SOR” Page 60

Item Sub Item Name Description Unit Rate (In
No. Item No. Rs.)
1 2 3 4 5 6
7.1 RR masonry in Random rubble masonry with hard stone
foundation and in foundation and plinth including
plinth leveling up with cement concrete 1:6:12
(1 cement
:6 sand : 12 graded stone aggregate 20mm
nominal size) at plinth level with :
7.1.1 Cement mortar 1:6 Cement mortar 1:6 (1 cement : 6 sand) cum 4247.00
7.2 RR masonry in Random rubble masonry with hard stone
superstructure upto in superstructure above plinth level and
floor two upto floor two level, including leveling up
with cement concrete 1:6:12 (1 cement
: 6 sand : 12 graded stone aggregate
20mm nominal size) at window sills,
ceiling level and the like.
7.2.1 Cement mortar 1:6 Cement mortar 1:6 (1cement: 6 sand). cum 4451.00
7.3 Extra for RR Extra for random rubble masonry with cum 2.5%
masonry above hard stone in superstructure above floor
floor two two level for every floors or part thereof
7.4 Extra for RR Extra for random rubble masonry
masonry pillar with hard stone in :
7.4.1 Square Square or rectangular pillars cum 223.00
7.4.2 Circular Circular pillars. cum 994.00
7.5 Extra for RR Extra for random rubble masonry with cum 364.00
masonry curve hard stone curved on plan for a mean
radius not exceeding 6 m.
7.6 CR masonry upto Coursed rubble masonry (1st or 2nd sort)
plinth with hard stone in foundation and plinth.
7.6.1 1st sort Cement mortar 1:6 (1 cement : 6 sand) cum 4703.00
7.6.2 2nd sort Cement mortar 1:6 (1 cement : 6 sand) cum 4442.00

Civil Engineer Fieldwork Expert “SOR” Page 61

 Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
7.7 CR masonry above Coursed rubble masonry with hard
plinth & upto floor stone (first or second sort) in
two superstructure above plinth level and
upto floor two level.
7.7.1 1st sort Masonry work (first sort) in cement cum 4903.00
mortar 1:6 (1 cement : 6 sand)
7.7.2 2nd sort Masonry work (second sort) , in cum 4641.00
cement mortar 1:6 (1 cement : 6 sand)
7.8 Extra for CR Extra for coursed rubble masonry with cum 2.5%
masonry above hard stone (first or second sort) in
floor two level superstructure above floor two level for
every floors or part thereof
7.9 Extra for CR Extra for coursed rubble masonry with
masonry hard stone (first or second
sort) in :
7.9.1 Square or Square or rectangular pillars cum 245.00
Rectangular
7.9.2 Circular Circular pillars. cum 1103.00
7.9.3 Curved in plan Extra for coursed rubble masonry with cum 394.00
hard stone (first or second sort) curved
on plan for a mean radius not
exceeding 6 m.
7.10 Ashlar masonry Stone work in plain ashlar masonry in
super structure upto floor two level in
cement mortar 1:6 (1 cement : 6 sand)
including pointing with cement mortar
1:2 (1 white cement : 2 marble dust)
with an admixture of pigment matching
the sand stone shade :
7.10.1 One face dressed One face dressed.
7.10.1.1 Red sand stone Red sand stone cum 13905.00
7.10.1.2 White sand stone White sand stone cum 13998.00
7.10.2 Both face dressed Both face dressed.
7.10.2.1 Red sand stone. Red sand stone. cum 19003.00
7.11.2.2 White sand stone White sand stone cum 19080.00

Civil Engineer Fieldwork Expert “SOR” Page 62

 Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
7.11 Ashlar masonry in Stone work plain ashlar masonry
arches in arches in super structure upto
floor two level in cement mortar
1:3 (1 cement: 3 sand) including
centering, shuttering and pointing
with white cement mortar 1:2 (1
white cement: 2 marble dust) with
an admixture of pigment matching
the sand stone shade.
7.11.1 One face dressed One face dressed.
7.11.1.1 Red sand stone Red sand stone cum 18182.00
7.11.1.2 White sand stone White sand stone cum 18207.00
7.11.2 Both face dressed Both face dressed.
7.11.2.1 Red sand stone. Red sand stone. cum 23264.00
7.11.2.2 White sand stone White sand stone cum 23341.00

7.12 Ashlar masonry in Stone work plain ashlar masonry

domes in domes, in super structure upto
floor two level in cement mortar
1:3 (1 cement: 3 sand) including
centering, shuttering and pointing
with white cement mortar 1:2 (1
white cement: 2 marble dust) with
an admixture of pigment matching
the sand stone shade.

7.12.1 One face dressed One face dressed

7.12.1.1 Red sand stone Red sand stone cum 28834.00
7.12.1.2 White sand stone White sand stone cum 28912.00
7.12.2 Both face dressed. Both face dressed.
7.12.2.1 Red sand stone Red sand stone. cum 40693.00
7.12.2.2 White sand stone. White sand stone. cum 40770.00

7.13 Ashlar masonry Stone work ashlar masonry

punched punched (ordinary) in
superstructure above plinth level
and upto floor two level in cement
mortar 1:6 (1 white cement: 6
sand) including pointing with
cement mortar 1:2 (1 white
cement: 2 marble dust) with an
admixture of pigment matching
the sand stone shade.

Civil Engineer Fieldwork Expert “SOR” Page 63

 Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6

7.13.1 Red sand stone one Red sand stone one face punched. cum 13190.00
face
7.13.2 Red stone double Red sand stone both face punched cum 13267.00
face
7.13.3 White sand stone White sand stone one face cum 1754100
single face punched.
7.13.4 White stone double White sand stone double face punched cum 17618.00
face
7.14 Extra for Ashlar or Extra for stone work, plain ashlar or cum 123.00
ashlar punched above ashlar punched above floor two level
floor-II for every floor or part thereof.
7.15 Extra for plain Extra for plain ashlar or ashlar punched
ashlar in pillar in :
7.15.1 Square or Square or rectangular pillars cum 1871.00
rectangular pillars
7.16 Extra for ashlar or Extra for stone work; plain ashlar or cum 1332.00
ashlar punched in ashlar punched in curved on plan with
curved a mean radius not exceeding 6 m.
7.17 Extra for centering Extra for additional cost of centering sqm 523.00
for arches for arches exceeding 6m span
including all strutting, bolting, wedging
etc. And removal (area of soffit to be
measured).
7.18 Sunk or moulded or Stone work sunk or moulded or sunk
sunk and moulded and moulded upto floor Two level in
cement mortar 1:6 (1cement : 6 sand)
including pointing with white cement
mortar 1:2 (1 white : 2 marble dust)
with an admixture of pigment matching
the stone shade :
7.18.1 Red stone Red sand stone cum 21629.00
7.18.2 White stone White sand stone cum 20706.00

Civil Engineer Fieldwork Expert “SOR” Page 64

 Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
7.19 Extra for sunk or Extra for stone work sunk or moulded
moulded or sunk or sunk and moulded or carved in :
and moulded
7.19.1 Triangular /square Triangular or Square or cum 2510.00
rectangular rectangular pillars
7.19.2 Circular /polygon Circular or polygonal pillars cum 6645.00
7.20 Extra for stone Extra for stone work sunk or moulded per 14.00
work sunk or in cornices. metre
moulded in per cm
cornices girth
7.21 Stone work for Stone work (machine cut edges) for
wall lining wall lining etc. (veneer work) up to
10 meter height backing filled with a
grout of 12mm thick cement mortar
1:3 (1 cement : 3 sand) including
pointing in white cement mortar 1:2
(1 white cement : 2 marble dust) with
an admixture of pigment matching the
stone shade : (To be secured to the
backing by means of clamps which
shall be paid for separately):
7.21.1 Red stone face Red sand stone - exposed face fine
dressed face dressed with rough backing.
7.21.1.1 70 mm 70 mm thick. sqm 1421.00
7.21.1.2 60 mm 60 mm thick. sqm 1399.00
7.21.1.3 50 mm 50 mm thick sqm 1376.00
7.21.1.4 40 mm 40 mm thick. sqm 1357.00
7.21.2 Red stone machine Red sand stone - Exposed face
cut face machine cut and table rubbed with
rough backing.
7.21.2.1 70 mm 70 mm thick. sqm 1908.00
7.21.2.2 60 mm 60 mm thick. sqm 185.00
7.21.2.3 50 mm 50 mm thick sqm 1862.00

Civil Engineer Fieldwork Expert “SOR” Page 65

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
7.21.2.4 40 mm 40 mm thick. sqm 1839.00
7.21.2.5 30 mm 30 mm thick. sqm 1817.00

7.21.3 White stone fine White sand stone - exposed face fine
dress face dressed with rough backing.
7.21.3.1 70 mm 70 mm thick. sqm 1427.00
7.21.3.2 60 mm 60 mm thick. sqm 1403.00
7.21.3.3 50 mm 50 mm thick sqm 1380.00
7.21.3.4 40 mm 40 mm thick. sqm 1356.00
7.21.3.5 30 mm 30 mm thick. sqm 1333.00
7.21.4 White stone White sand stone - Exposed face
machine cut stone machine cut and table rubbed with
rough backing.
7.21.4.1 70 mm 70 mm thick. sqm 1913.00
7.21.4.2 60 mm 60 mm thick. sqm 1890.00
7.21.4.3 50 mm 50 mm thick sqm 1866.00
7.21.4.4 40 mm 40 mm thick. sqm 1843.00
7.21.4.5 30 mm 30 mm thick. sqm 1819.00

7.22 Extra for stone Extra for stone work (veneer work) cum 1871.00
work curved on curved on plan with a mean radius
plan not exceeding 6 m.
7.23 Cramps for wall Providing and fixing stainless steel kg 651.00
lining stone 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 sand) including
making the necessary chases in stone
and holes in walls wherever required.

7.24 Stone dowels Providing and fixing stone dowels of each 45.00
size 10x5x2.5cm cut to double wedge
shape as per design in cement mortar
1:2 (1 cement : 2
sand) including making the necessary
chases

Civil Engineer Fieldwork Expert “SOR” Page 66

 Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
7.25 Copper pins for Providing and fixing copper pins each 39.00
securing adjacent 7.5 cm long 6 mm diameter for
stones securing adjacent stones in stone wall
lining in cement mortar 1:2 (1 cement :
2 sand) including making the necessary
chases.
7.26 Sloping chajja of Providing and fixing sloping chajja of
stone 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 sand) with 12mm diameter
anchoring steel bar 45 cm long fixed in
each stone and supported on and
including bricks cove in cement mortar
1:4 (1 cement :4 sand) including
pointing in cement mortar 1:2 (1 white
cement: 2 marble dust) with an
admixture of pigment matching the
stone shade:
7.26.1 Red stone Red sand stone:
With common burnt clay bricks of 25 sqm 1296.00
kg/cm2 compressive strength.
7.26.2 White stone White sand stone
With common burnt clay bricks of 25 sqm 1296.00
kg/cm2 compressive strength.

7.27 Horizontal chajja of Providing and fixing horizontal chajja

stone of stone 40 mm thick and upto 80 cm
projection in cement mortar 1:4 (1
cement : 4 sand) including pointing in
white cement mortar 1:2 (1 white
cement : 2 marble dust) with an
admixture of pigment matching the
stone shade:
7.27.1 Red stone Red sand stone sqm 754.00
7.27.2 White stone White sand stone sqm 754.00

7.28 Sand stone sun- 30mm red sand stone sun-shade sqm 899.00
shade (chisel-dressed) supported on red sand
stone brackets, fixed in walls with
cement mortar 1:4 (1 cement:
4 sand) including finishing complete.

Civil Engineer Fieldwork Expert “SOR” Page 67

 Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
7.29 Red sand stone Providing and fixing red sand stone each 1772.00
brackets 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.
7.30 Stone work in Stone work, plain in copings, cornices,
copings, cornices, string courses and plinth courses, upto
string courses and 75 mm thick in Cement mortar 1:6 (1
plinth courses cement : 6 sand) including pointing
with white cement mortar 1:2 (1 white
cement : 2 stone dust) with an
admixture of pigment matching the
stone shade.
7.30.1 Red stone Red sand stone cum 14187.00
7.30.2 White stone White sand stone cum 14249.00

7.31 Stone jali Providing and fixing stone jali 40mm

thick throughout in cement mortar 1:3
(1cement :3 sand) including pointing in
white cement mortar 1:2 (1white
cement: 2stone dust) with an admixture
of pigment , matching the stone shade,
jali slab without any chamfers etc.
7.31.1 Red stone Red sand stone sqm 5897.00
7.31.2 White stone White sand stone sqm 5897.00

7.32 Extra for stone Extra for laying stone work in or under cum/mtr 299.00
work under water water and/or liquid mud including cost depth
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 up
to 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

Civil Engineer Fieldwork Expert “SOR” Page 68

Item Sub Item Name Description Unit Rate (In
No. Item No. Rs.)
1 2 3 4 5 6
correct to 0.1 m. 0.05 m or more shall be
taken as 0.1 m and less than 0.05 m
ignored.
7.33 Extra for stone Extra for laying stone work in or under foul cum 119.00
work in foul position.
position
7.34 Stone wall lining Wall lining butch work upto 10m sqm 1643.00
butch work height with red/ white sand 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 75x75mm and by providing
layer of 75mm thick strips i/c 12mm
thick bed of cement mortar 1:3 (1
Cement : 3 sand) i/c ruled pointing in
cement mortar 1:2 (1 white cement: 2
marble dust) with an admixture of
pigment to match the shade of stone
complete as per direction of Engineer-
in- charge.
7.35 Stone wall lining Stone work ( machine cut edges) for wall
lining upto 10 m height etc. (Veneer work)
backing filled with a grout of 12mm thick
cement mortar 1:3 (1 Cement : 3 sand) and
jointed with Cement mortar 1:2 (1 cement :
2 marble dust) including rubbing and
polishing complete. (To be secured to the
backing by means of cramps which shall
be paid for separately)
7.35.1 Kota stone dressed 25mm thick Kota stone slabs exposed face sqm 1322.00
rubbed dressed and rubbed.

7.35.2 Dholpur shivpuri 25mm thick Dholpur stone slabs exposed sqm 1569.00
dressed and rubbed face dressed and rubbed.
stone

Civil Engineer Fieldwork Expert “SOR” Page 69

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
7.35.3 Kota stone not 20 to 25mm thick kota stone slabs sqm 910.00
dressed exposed slab not dressed and rubbed.
7.35.4 Dholpur shivpuri 20 to 25mm thick Dholpur sqm 1222.00
stone note dressed stone/shivpuri stone not dressed and
rubbed.
7.36 Stone wall lining tile Stone tile work with 8mm thick mirror
machine cut & polished and machine cut edge for wall
polished upto 10 m lining upto 10 m height with special
adhesive over 12 mm thick bed of
cement mortar 1:3 (1 cement : 3 sand),
including pointing in white cement
with an admixture of pigment to match
the stone shade.
7.36.1 Granite Granite stone of any colour and shade sqm 1624.00
7.36.2 Marble Raj Nagar plain white marble/ Udaipur sqm 1219.00
green marble/ Zebra black marble

7.37 Extra for extra Extra for stone work for wall lining on sqm 77.00
height for stone exterior walls of height more than 10 m
wall lining from ground level for every additional
height of 3 m or part thereof.
7.38 Dry stone cladding Providing and fixing dry stone
upto 10m height cladding upto 10 metre height with
30mm thick gang saw cut stone with
(machine cut edges) of uniform colour
and size 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. shall be
paid for separately.)
7.38.1 Red sand stone Red sand stone. sqm 1739.00

7.38.2 White sand stone White sand stone sqm 1806.00

Civil Engineer Fieldwork Expert “SOR” Page 70

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
7.39 Structural steel for Providing and fixing structural steel kg 148.00
dry stone cladding frame (for dry stone 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 supported in wall with the help
of MS 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 sand: 4 graded stone
aggregate 20mm nominal size) of size
300x200x300mm including cost of
necessary centering 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 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 and vertical lines/ planes.
(Only structural steel frame work shall
be measured for the purpose of
payment, stainless steel clamps shall be
paid for separately and nothing extra
shall be paid.)
7.40 S.S. clamps for dry Providing and fixing adjustable each 218.00
stone cladding stainless steel clamps of approved
quality and of 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.

Civil Engineer Fieldwork Expert “SOR” Page 71

 CHAPTER – 8.0

Schedule of Rates
for
Aluminium Structural
Glazing Composite
Panel And Spider
Glazing

Civil Engineer Fieldwork Expert “SOR” Page 72

 Item Sub Item Item Name Unit Rate
No. No. Description (in Rs.)
1 2 3 4 5 6
8.1 Aluminium Providing and supplying aluminium kg 379.00
sections frame extruded tubular and other aluminium
work powder sections frame work as per the
coated architectural drawings and approved
shop drawings, the aluminium quality
as per grade 6063 T5 or T6 as per BS
1474,including super durable powder
coated 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).
8.2 Aluminium Designing, fabricating, testing, sqm 2774.00
Structural glazing protection, installing and fixing in
position semi (grid) unitized system
of aluminium structural glazing (with
open joints) for linear as well as
curvilinear portions of the building
for all heights and all levels.
(A) Structural analysis and 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
and drainage and protection against
fire hazard
including:

Civil Engineer Fieldwork Expert “SOR” Page 73

 Item Sub Item Item Name Unit Rate
No. No. Description (in Rs.)
1 2 3 4 5 6
(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
Dimentional 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 seperator 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

Civil Engineer Fieldwork Expert “SOR” Page 74

 Item Sub Item Item Name Unit Rate
No. No. Description (in Rs.)
1 2 3 4 5 6
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, TandP,
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 Engineerin- 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

Civil Engineer Fieldwork Expert “SOR” Page 75

 Item Sub Item Item Name Unit Rate
No. No. Description (in Rs.)
1 2 3 4 5 6
external face shall be measured in
sqm. Upto 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
and Technologies, India. Cost of
testing is inclusive in the rates.
Performance Testing of Structural
glazing system Tests to be conducted
in the NABL Certified laboratories
(1) Performance Laboratory Test
for Air Leakage Test (-50pa to –
300pa) and (+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 upto 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

Civil Engineer Fieldwork Expert “SOR” Page 76

 Item Sub Item Item Name Unit Rate
No. No. Description (in Rs.)
1 2 3 4 5 6
(6) Onsite Test for Water Leakage for
a pressure range 50 kpa to 240
kpa (35psi) upto 2000ml”
8.3 Hermetically- sealed Providing, assembling and supplying sqm 3300.00
vision glass panels 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 strengthned clear float
glass 6mm thick, spacer tube 12mm
wide, dessicants, 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.8.2) 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 Airgap
+ 6mm Heat Strengthened clear
Glass of approved make having
properties as visible Light
transmittance (VLT) of 25 to 35

Civil Engineer Fieldwork Expert “SOR” Page 77

 Item Sub Item Item Name Unit Rate
No. No. Description (in Rs.)
1 2 3 4 5 6
%, 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
technical sanctioning authority as per
the site requirement.
8.4 Extra for openable Extra for openable side / top hung sqm 3209.00
side / top hung vision vision glass panels (IGUs) including
glass panels 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 Engineerin-
Charge.
8.5 Shadow box for Providing, fabricating and supplying sqm 1961.00
spandrel portion 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 having
density 48 kg/m3, conforming to IS:
8183 and BS: 3958 Part 5.
The insulation layer shall have facing
(factory bonded on surface # 1 of 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

Civil Engineer Fieldwork Expert “SOR” Page 78

 Item Sub Item Item Name Unit Rate
No. No. Description (in Rs.)
1 2 3 4 5 6
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.
8.6 Spandrel glass Providing and supplying Spandrel sqm 1806.00
panels 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 relevent 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
degree K etc. The properties of
performance glass shall be decided by
technical sanctioning authority as per
the site requirement.
8.7 Aluminium Designing, fabricating, testing,
composite panel installing and fixing in position

Civil Engineer Fieldwork Expert “SOR” Page 79

 Item Sub Item Item Name Unit Rate
No. No. Description (in Rs.)
1 2 3 4 5 6
(ACP) Curtain Wall with Aluminium
Composite Panel (ACP) 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 and 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.The aluminium
composite panel cladding sheet shall
be coil coated, with kynar 500 based
PVDF / 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 and
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

Civil Engineer Fieldwork Expert “SOR” Page 80

 Item Sub Item Item Name Unit Rate
No. No. Description (in Rs.)
1 2 3 4 5 6
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
approved shop 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. upto two decimal
places.
8.7.1 4 mm (0.5mm 4 mm thick alumminium composite sqm 3900.00
sheet) pannel material consisting of 3 mm
thick FR grade mineral core
sandwiched between two
alumminium sheets (each 0.5mm
thick)
8.7.2 4 mm (0.25mm 4 mm thick alumminium composite sqm 3656.00
sheet) pannel material consisting of 3.5 mm
thick FR grade mineral core
sandwiched between two
alumminium sheets (each 0.25mm
thick)

8.7.3 3 mm (0.25mm 3 mm thick alumminium composite sqm 3412.00

sheet) pannel material consisting of 2.5 mm
thick FR grade mineral core
sandwiched between two alum.
sheets (each 0.25mm thick)

Civil Engineer Fieldwork Expert “SOR” Page 81

 Item Sub Item Item Name Unit Rate
No. No. Description (in Rs.)
1 2 3 4 5 6
8.8 Spider glazing "Design, supply and installation of Sqm 5983.00
system suspended Spider Glazing system
designed to withstand the wind
pressure as pr 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
and 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
and Anchor bolts and at the bottom
using SS channel of 50x25x2mm
using fastener and 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 and seismic movements
etc. The joints between glass panels
(6 to 8 mm) and gaps at the perimeter
and in U channel of the assembly to
be filled with none staining weather
sealant, so as to make the entire
system fully air tight, water proof and
dust proof. The rate shall include all
design, Engineering and shop
drawing including approval from
structural designer, labour, TandP,
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,

Civil Engineer Fieldwork Expert “SOR” Page 82

 Item Sub Item Item Name Unit Rate
No. No. Description (in Rs.)
1 2 3 4 5 6
actual elevation area of Glazing
including thickness of joints and the
portion of Glass panel inside the SS
channel shall be measured.
8.9 Aluminium Providing and fixing aluminium sqm 4204.00
magnesium alloy magnesium alloy (FACADE) wall
wall cladding cladding system consisting of panels
200mm wide x 17mm deep x 0.5mm
thick of maximum length of 6.0 mtr.
coil coated on a continuous paint line
double baked and roll formed from
enamelled corrosion resistant GI pre-
coated alloy for higher strength and
roll forming characteristics, panel
shall be clipped to baked enamel
panel stringers of 34.5mm wide
48mm deep x 0.5mm thick GI alloy
with cut-outs to hold the panel
horizontally on the stringer in a
module of 200mm centre to centre at
a distance of maximum
1.20 mtr. The stringer shall be fixed
to a suitable rigid structure. All
panels shall be achromatised for
maximum bond between metal and
paint, enamelled twice under high
temperature one side with full primer
and the other side (inner side) with a
primer coat on a continuous paint
line, and fixed as per the direction of
the Engineer-in-Charge.

8.10 Alloy sun louvres Providing and fixing Aluminium sqm 3983.00
Magnesium alloy Plain Panel Sun
Louvres of approved colour
consisting of panel 84 mm wide x
16mm deep x 0.6mm thick with
round edges panel length upto 6
mtrs coil coated on a
continuos paint line double

Civil Engineer Fieldwork Expert “SOR” Page 83

 Item Sub Item Item Name Unit Rate
No. No. Description (in Rs.)
1 2 3 4 5 6
baked and roll formed from
enamelled corrosion Resistance
Aluminium Alloy AA3005
(Al.Mg.) for higher strength and
good Roll forming
characteristics. Panel shall be
clipped to baked enamelled
Aluminium panel stringer of 33mm
wide and 86mm deep x
0.95 mm thick in a standard length
of 5mtrs made of double baked
enamelled Aluminium Alloy
AA5050 (Al.Mg.) black with cut-
outs to hold the panel in a module
of 86mm centre to centre at a
distance of 1mtr. The carrier shall
be fixed to a suitable structure by
means of rigid fixing details.
Paint Finish: Aluminium panels
shall be chromatised for maximum
bond between metal and paint,
enamelled twice under high
temperature one side with full
primer and finish, the other side
(inner side) with a primer coat and
Skin Coat on a Continuos Paint
Line.
Note: - 1. The cost of providing
extruded aluminium frames,
shadow boxes, extruded aluminium
section capping for fixing in the
grooves of the curtain glazing shall
be paid for separately under
relevant items under this subhead.
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. upto
two decimal places.

Civil Engineer Fieldwork Expert “SOR” Page 84

 CHAPTER – 9.0

Schedule of Rates
For
Wood Work
PVC Work
UPVC Work

Civil Engineer Fieldwork Expert “SOR” Page 85

 LIST OF BUREAU OF INDIAN STANDARD CODES

S.No. I.S. No. Subject

1 IS 204 (Part I) Specification for tower bolts (ferrous bolt)
2 IS 204 (Part II) Specification for tower bolts (non ferrous metals)
3 IS 205 Specification for non ferrous metal butt hinges
4 IS206 Specification for Tee and strap hinges
5 IS 207 Specification for Gate and shutter hook and eye
6 IS 208 Specification for door handles
7 IS 281 Specification for mild steel door bolts for use with pad locks
8 IS 287 Recommendations for maximum permissible moisture
contents of timber used for different purpose
9 IS 303 Specification for plywood for general purposes
10 IS 362 Specification for parliament hinges
11 IS 363 Specification for hasps and stapple
12 IS 364 Specification for fan light catch
13 IS 401 Code of practice for preservation of timber
14 IS 419 Putty for use on window frames
15 IS 451 Technical supply condition for wood screws
16 IS 452 Specification for door spring rat tail type
17 IS 453 Specification for double acting spring hinge
18 IS 707 Glossary of terms applicable to timber technology and
utilization
19 IS 710 Specifications for Marine Plywood
20 IS 723 Specification for steel counter sunk head wire nails.
21 IS 729 Specification for drawer lock, cup board lock and box locks
22 IS 848 Specification for synthetic resin adhesive for plywood
(phenoic and amino plastic)
23 IS 851 Specification for synthetic resin adhesive for const. work (non
structural in wood)
24 IS 852 Specification for animal glue for general wood work purpose
25 IS 1003 (Part I) Specification for timber panelled and glazed shutter Part I
(door shutters)
26 IS 1003 (Part II) Specification for timber panelled and glazed shutter Part II
(window and ventilator shutter)

Civil Engineer Fieldwork Expert “SOR” Page 86

 27 IS 1141 Specification for code of practice for seasoning of timber
28 IS 1200 Part XIV Method of measurement of building and civil engg work
glazing.
29 IS 1200 Part XII Wood work and joinery
30 IS 1328 Specification for veneered decorative plywood
31 IS 1341 Specification for steel butt hinges
32 IS 1378 Specification for oxidized copper finishes
33 IS 1566 Specification for hard drawn steel wire fabric
34 IS 1568 Specification for wire cloth for general purpose
35 IS 1658 Specification for hard drawn steel wire fabric
36 IS 1659 Specification for block boards
37 IS 1708 Testing of small clear specimen for timber
(Part 1 to 18)
38 IS 1734 Determination of density and moisture content.
39 IS 1823 Specification for floor door stopper
40 IS 1868 Specification for anodic coating on aluminium and its alloy -
do-
41 IS 2046 Decorative thermosetting synthetic resin bonded laminated sheet
42 IS 2095 Specification for gypsum plaster board
43 IS 2096 Specification for asbestos cement flat sheet.
44 IS 2202 (Part I) Specification for wooden flush door shutter, solid core type
(plywood face panels )
45 IS 2202 (Part II) -do- (Particle boards and hard board face panels)
46 IS 2209 Specification for mortice lock (Vertical Type )
47 IS 2380 Method of test for wood particle board and board for
lignocelluloses material
48 IS 2547 Specification for gypsum plaster
49 IS 2753 Method for estimation of preservatives in treated timber and in
treating solutions.
50 IS 2681 Specification for non-ferrous metal sliding door bolts use with
pad locks
51 IS 3087 Specification for wood particle boards (Medium density) for
general purpose.
52 IS 3097 Specification for veneered particle board
53 IS 3828 Specification for ventilator chain
54 IS 3400 (Part II) Method of test for Vulcanized rubber (hardness)
55 IS 3400 (Part IV) Method of test for Vulcanized rubber (Accelerated aging)

Civil Engineer Fieldwork Expert “SOR” Page 87

 56 IS 3400 (Part IX) Method of test for Vulcanized rubber (Density)
57 IS 3564 Specification for door closer (hydraulically regulated)
58 IS 3618 Phosphate treatment of iron and steel for protection against
corrosion
59 IS 3813 “C” hooks for use with swivels
60 IS 3818 Specification for continuous (Piano) hinges
61 IS 3847 Specification for mortice night latch
62 IS 4835 Specification for polyvinyl acetate dispersion based adhesive
for wood
63 IS 4948 Specification for welded steel wire fabric for general use
64 IS 4992 Specification for rebated mortice lock
65 IS 5187 Specification for flush bolts
66 IS 5509 Specification for Fire Retardant Plywood
67 IS 5930 Specification for mortice latch
68 IS 6318 Specification for plastic wire window fastners
69 IS 6607 Specification for rebated mortice lock (Vertical type)
70 IS 6760 Specification for sloted counter sunk head wood screws.
71 IS 7196 Specification for hold fast
72 IS 7534 Specification for sliding locking bolts for use with pad lock
73 IS 7638 Wood/lignocellulosic based panel products - Method for
sampling
74 IS 8756 Specification for mortice ball catch for use in wooden almirah
75 IS 9308 (Part II) Specification for mechanically extracted coir fibres. (Mattress
coir fibres)
76 IS 9308 (Part III) -do- Decorated coir fibre
77 IS 11215 Moisture content of timber and timber products method of
determination
78 IS 12049 Dimensions and tolerance relating to wood based panel
materials
79 IS 12406 Specification for medium density fibre board
80 IS 12817 Specification for stainless steel Butt Hinges
81 IS 12823 Specification for wood products -Prelaminated particle Boards
82 IS 14616 Specifications for laminated veneer lumber
83 IS 14842 Specification for coir veneer board for general purposes
84 IS 14856 Specification for glass fibre reinforced plastic (FRP) panel type door
85 IS 14900 Specifications for transparent float glass

Civil Engineer Fieldwork Expert “SOR” Page 88

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.1 Wood work Providing wood work in frames of doors,
in frames of windows, clerestory windows and other frames,
doors, wrought framed and fixed in position with hold
windows fast lugs or with dash fasteners of required dia
and length (hold fast lugs or dash fastener shall
be paid for separately).
9.1.1 2nd class Second class teak wood cum 93618.00
teak wood
9.1.2 Sal wood Sal wood cum 74309.00
9.1.3 Kiln Kiln Head wood seasoned and chemically treated cum 75744.00
seasoned hard wood (Haldu, Kail, Bija wood.)
hard wood
finger
jointed
9.1.4 Kiln Factory made Kiln seasoned, chemically
seasoned treated, finger jointed at spacing not closer than 50
hard wood cm, 2nd class hard wood.
9.1.4.1 Frame Frame of size 100mmX60mm single or meter 419.00
100mmX60 double rebate
mm
9.1.4.2 Frame Frame of size 120mmX60mm double meter 487.00
120mmX60 rebate.
mm
9.2 Laminated Providing laminated veneer lumber cum 96195.00
veneer conforming to IS:14616 and TAD -15:
lumber 2001(Part-B) in factory made frames of doors,
frames windows, clerestory windows and other frames,
wrought framed and fixing in position with hold
fast lugs or with dash fasteners of required dia
and length ( hold fast lugs or dash fastener shall
be paid for separately).
9.3 Wood work Providing wood work in frames of false
in frames of ceiling, partitions etc. sawn and fixed in position
false ceiling ( with necessary stainless steel screw)
9.3.1 Sal wood Sal wood cum 79229.00
9.3.2 Hard wood Kiln seasoned and chemically treated cum 79938.00
hardwood Haldu, Kail, Bija wood.
9.3.3 2nd class, Factory made Kiln seasoned, chemically treated, cum 68833.00
hard wood finger jointed at spacing not closer than 50 cm,
finger 2nd class hard wood.
jointed

Civil Engineer Fieldwork Expert “SOR” Page 89

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.4 Extra for Extra for additional labour wood work in
circular circular shape, such as in frames of fan light :
shape
9.4.1 2nd class Second class teak wood cum 9262.00
teak wood
9.4.2 Sal wood Sal wood cum 7331.00
9.4.3 Hard wood Kiln seasoned and chemically treated cum 7575.00
Haldu, Kail, Bija wood.
9.4.4 2nd class Factory made Kiln seasoned, chemically cum 6330.00
hardwood treated, finger jointed at spacing not closer than 50
finger cm, 2nd class hard wood.
jointed
9.5 Paneled Providing and fixing panelled or panelled
wooden and glazed shutters for doors, windows and
shutters clerestory windows including ISI marked
excluding, M.S. pressed butt hinges bright finished of
panelling/ required size with necessary screws excluding,
glazing panelling/glazing which will be paid for
separately, all complete as per direction of
Engineer-in-charge.
9.5.1 2nd class Second class teak wood
teak wood
9.5.1.1 35 mm 35 mm thick shutters sqm 2976.00
9.5.1.2 30 mm 30 mm thick shutters sqm 2648.00
9.5.2 Hard wood Kiln seasoned and chemically treated
hardwood Haldu, Kail, Bija wood.
9.5.2.1 35 mm 35 mm thick shutters sqm 2605.00
9.5.2.2 30 mm 30 mm thick shutters sqm 2096.00
9.5.3 Sheesham Kiln seasoned selected planks of sheesham
wood wood.
9.5.3.1 35 mm 35 mm thick shutters sqm 2260.00
9.5.3.2 30 mm 30 mm thick shutters sqm 2016.00

9.5.4 2nd class Factory made Kiln seasoned chemically

hard wood treated and finger jointed at spacing not closer
finger than 50cm, 2nd class hard wood shutters
jointed
9.5.4.1 35 mm 35 mm thick sqm 1289.00
9.5.4.2 30 mm 30 mm thick sqm 1099.00

Civil Engineer Fieldwork Expert “SOR” Page 90

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.6 Panelling, Providing and fixing panelling or panelling
glazing and and glazing in panelled or panelled and glazed
wire mesh in shutters for doors, windows and clerestory
shutters 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:
9.6.1 2nd class Second class teak wood sqm 2615.00
teak wood
9.6.2 Hard wood Kiln seasoned and chemically treated sqm 1963.00
Haldu, Kail, Bija wood
9.6.3 2nd class 15mm thick Factory made Kiln seasoned, sqm 1081.00
hard wood chemically treated and finger jointed at spacing
finger not closer than 50cm, 2nd class hard wood.
jointed
9.6.4 Ply wood Ply wood 5 ply, 9 mm thick :
(5 ply)
9.6.4.1 Decorative Decorative plywood both side decorative sqm 1739.00
both side veneer (Type - I) conforming to IS 1328 BWR
type.
9.6.4.2 Decorative Decorative plywood one side decorative sqm 1669.00
one side veneer and commercial veneer on other face
(Type 1) conforming to IS 1328 BWR Type
9.6.5 7 ply Ply wood 7 ply, 9 mm thick :
9.6.5.1 Decorative Decorative plywood both side decorative sqm 2061.00
both side veneer (Type- I) conforming to IS 1328 BWR
type.
9.6.5.2 Decorative Decorative plywood one side decorative sqm 1950.00
one side veneer and commercial veneer on other face
veneer on (Type-1) conforming to IS 1328 BWR Type
other face

9.6.6 Particle Particle Board 12 mm thick

board
9.6.6.1 Plain Plain particle board flat pressed, 3 layer or sqm 899.00
graded wood particle board medium
density Grade I, IS: 3087 marked.
9.6.6.2 Veneered Veneered flat pressed three layer or graded sqm 1287.00
flat wood particle board with commercial veneering
on both sides conforming to IS: 3097, grade I.

Civil Engineer Fieldwork Expert “SOR” Page 91

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.6.6.3 Pre- Pre-laminated particle board with sqm 1533.00
laminated decorative lamination on one side and
one side balancing lamination on other side, Grade
I, Type II IS: 12823 marked.
9.6.6.4 Pre- Pre-laminated particle board with sqm 1590.00
laminated decorative lamination on both sides, Grade
both sides I, Type II, IS: 12823 marked.
9.6.6.5 Coir veneer Coir Veneer Board (conforming to IS sqm 1498.00
board 14842) 12 mm thick
9.6.7 Float glass Float glass panes
9.6.7.1 4 mm 4 mm thick glass pane (weight not less sqm 1273.00
than 10 kg/sqm)
9.6.7.2 5 mm 5 mm thick glass pane (weight not less sqm 1346.00
than 12.5 kg/sqm)
9.6.8 Wire gauge Fly proof stainless steel grade 304 wire sqm 1832.00
gauge with 0.5 mm dia. Wire and 1.4 mm
wide aperture with matching wood beading
9.6.8.1 PVC sheet 4mm to 5mm thick integral PVC form sqm 780.00
4mm to sheet with Celluka finish surface on both
5mm thick side with density not less than 600 kg/cum
9.6.8.2 laminated 4mm to 5mm thick laminated PVC form sqm 884.00
PVC sheet sheet with density not less than 600
4mm to kg/cum, laminated on both sides by 0.12
5mm thick mm thick laminated sheet with density not
less than 1400 kg/cum
9.7 Factory Providing and fixing 35 mm thick factory
made made laminated veneer lumber door shutter
laminated conforming to IS : 14616 and TADS
veneer 15:2001 (Part B) including ISI marked
lumber door M.S. pressed butt hinges bright finished of
shutter required size with necessary screws, all
complete as per directions of Engineer-in-
charge and panelling with panels of:

9.7.1 Plain 12mm thick plain grade - 1, medium sqm 2917.00

particle density flat pressed three layer particle
board board FPT - I or graded wood particle
board FPT - I IS : 3087 marked bonded
with BWP type synthetic resin adhesive as
per IS : 848 :

Civil Engineer Fieldwork Expert “SOR” Page 92

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.7.2 Particle 12 mm thick pre-laminated particle board sqm 3268.00
board pre- (decorative lamination on both sides) grade
lamination - 1, medium density flat pressed, three layer
decorative particle board FPT - I or graded wood particle
both sides board FPT - I, conforming to IS : 3087 bonded
with BWP type synthetic resin adhesive as per
IS : 848 and pre- lamination conforming to IS :
12823 Grade 1, Type - II marked:
9.7.3 Particle 12 mm thick one side pre-laminated sqm 3175.00
board pre- particle board (decorative lamination on one side
lamination and other sides balancing lamination) grade - 1
on one side 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 prelamination conforming to IS : 12823
Grade -1, Type II marked:
9.8 Glazed Providing and fixing glazed shutters for
shutters doors, windows and clerestory windows using 4
using 4 mm mm thick float glass panes including ISI marked
thick float M.S. pressed butt hinges bright finished of
glass required size with necessary screws.

9.8.1 2nd class Second class teak wood

teak wood
9.8.1.1 35 mm 35 mm thick sqm 3708.00
9.8.1.2 30 mm 30 mm thick sqm 3433.00
9.8.2 hardwood Kiln seasoned and chemically treated
Haldu, Kail, Bija wood
9.8.2.1 35 mm 35 mm thick sqm 3058.00
9.8.2.2 30 mm 30 mm thick sqm 2674.00
9.8.3 sheesham Kiln seasoned selected planks of sheesham
wood plank wood.
9.8.3.1 35 mm 35 mm thick sqm 2894.00
9.8.3.2 30 mm 30 mm thick sqm 2631.00
9.8.4 2nd class Factory made Kiln seasoned chemically
hardwood treated and finger jointed at spacing not closer
finger than 50cm, 2nd class hard wood
jointed
9. 8.4.1 30 mm 30 mm thick shutters sqm 1769.00
9. 8.4.2 35 mm 35 mm thick shutters sqm 1889.00

Civil Engineer Fieldwork Expert “SOR” Page 93

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.9 Factory Providing and fixing factory made sqm 2611.00
made laminated veneer lumber glazed shutter
laminated conforming to IS: 14616 and TADS 15:2001
veneer (Part B) , using 4mm thick float glass panes for
lumber doors, windows and clerestory windows
glazed including ISI marked fixing with M.S. pressed
shutter butt hinges bright finished of required size with
4mm thick necessary screws as per directions of Engineer-
float glass in- charge. 30 mm thick shutters.
9.10 Extra for Extra for providing heavy sheet float glass
heavy glass panes instead of ordinary float glass in glazed
panes doors, windows and clerestory window shutters.
(Area of opening for glass panes excluding
portion inside rebate shall be measured)
9.10.1 5 mm float 5 mm thick instead of 4 mm thick. sqm 88.00
glass
9.10.2 10 to 12 10 to 12 mm float glass sqm 162.00
mm float
glass
9.10.3 5.5 mm 5.5 mm safety glass sqm 460.00
safety glass
9.10.4 10-12mm 10-12mm safety glass sqm 1080.00
safety glass
9.11 Extra for Extra for providing frosted glass panes 4 sqm 346.00
frosted glass mm thick instead of ordinary float glass panes 4
panes mm thick in doors, windows and clerestory
window shutters. (Area of opening for glass
panes excluding portion inside rebate shall be
measured).
9.12 Deduct for Deduct for providing pin headed glass sqm 25.00
pin headed panes instead of ordinary float glass panes
glass 4 mm thick in doors, windows and clerestory
windows, shutters (Area of opening for glass
panes excluding portion inside rebate shall be
measured).

9.13 Extra for Extra for S.S, hinges providing ISI marked sqm 147.00
S.S. butt Stainless Steel butt hinges instead of M.S.
hinges pressed butt hinges bright finished of required
size with necessary screws. (Shutter area to be
measured).

Civil Engineer Fieldwork Expert “SOR” Page 94

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.14 Deduct for Deduct for not providing hinges in doors,
not windows or clerestory window shutters with :
providing
hinges
9.14.1 S.S. hinges Stainless steel butt hinges with stainless sqm 190.00
steel screws for 2nd class teak wood and other
class of wood shutters.
9.14.2 M.S. hinges ISI marked M.S. pressed butt hinges bright sqm 73.00
finished of required size For 2nd class teak wood
and other class of wood shutters.
9.15 Shutters for Providing and fixing 25 mm thick Second class
cup board teak wood shutters using 4mm float glass for cup
board etc. :
9.15.1 Panelled Panelled or panelled and glazed shutters :
shutters
9.15.1.1 Aluminium Using ISI marked anodised aluminium butt sqm 3036.00
butt hinges hinges with necessary screws.
9.15.1.2 M.S. piano Using ISI marked nickel plated bright sqm 3053.00
hinges finished M.S. piano hinges with necessary screws.
9.15.2 Glazed Glazed shutters :
shutters
9.15.2.1 2 nd class Second class teak wood including ISI sqm 3015.00
teak shutters marked anodised aluminium butt hinges with
butt hinges necessary screws.
9.15.2. 2 nd class 2nd class teak wood including ISI marked sqm 2959.00
teak nickel plated bright finished M.S. piano
shutters hinges with necessary screws.
piano
hinges

9.16 Particle Providing and fixing flat pressed 3 layer

board to particle board medium density exterior grade
frames, (Grade I) or graded wood particle board IS :
backing or 3087 marked to frame, backing or studding with
studding screws etc. complete (Frames, backing or
studding to be paid separately) :
9.16.1 12 mm 12 mm thick sqm 685.00
9.16.2 18 mm 18 mm thick sqm 694.00

Civil Engineer Fieldwork Expert “SOR” Page 95

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.17 Pre- Providing and fixing Pre-laminated flat
laminated pressed 3 layer (medium density) particle board
particle or graded wood particle board IS : 3087 marked
board in with one side decorative and other side balancing
shelves 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).
9.17.1 18 mm 18 mm thick sqm 1570.00
9.17.2 25 mm 25 mm thick sqm 1683.00

9.18 Providing and fixing ISI marked flush door

shutters shutters conforming to IS: 2202 (Part I)
decorative decorative type, core of block board construction
type 1st class with frame of 1st class hard wood and well
hard wood matched teak 3 ply veneering with vertical grains
and well or cross bands and face veneers on both faces of
matched teak shutter.
3 ply
9.18.1 35 mm butt 35 mm thick including ISI marked sqm 2800.00
hinges Stainless Steel butt hinges with necessary screws.
9.18.2 30 mm butt 30 mm thick including ISI marked sqm 2570.00
hinges Stainless Steel butt hinges with necessary screws.
9.18.3 25 mm 25 mm thick (for cupboard) including ISI sqm 2519.00
Piano marked nickel plated bright finished M.S. Piano
hinges hinges IS: 3818 marked with necessary screws.
9.19 Flush door Providing and fixing ISI marked flush door
shutters shutters conforming to IS: 2202 (Part I) non-
non- decorative type, core of block board construction
decorative with frame of 1st class hard wood and well
type 1st matched commercial 3 ply veneering with
class hard vertical grains or cross bands and face veneers on
wood and both faces of shutters.
well
matched
teak 3 ply
9.19.1 35 mm butt 35 mm thick including ISI marked Stainless Steel sqm 1822.00
hinges butt hinges with necessary screws.

Civil Engineer Fieldwork Expert “SOR” Page 96

Item Sub Item Name Description Unit Rate
Item No. (In Rs.)
No.
1 2 3 4 5 6
9.19.2 30 mm butt 30 mm thick including ISI marked sqm 1864.00
hinges Stainless Steel butt hinges with necessary screws.
9.19.3 25 mm 25mm thick (for cupboard) including ISI sqm 1833.00
Piano marked nickel plated bright finished M.S. piano
hinges hinges with necessary screws.
9.20 Extra for Extra for Providing and fixing flush doors sqm 550.00
decorative with decorative veneering instead of non
veneering decorative ISI marked flush door shutters
one side conforming to IS: 2202 (Part I) On one side only.
9.21 Extra for Extra for providing lipping with 2nd class sqm 451.00
lipping teak wood battens 25 mm minimum depth on all
edges of flush door shutters (over all area of door
shutter to be measured).
9.22 Extra for Extra for providing vision panel not
vision panel exceeding 0.1 sqm in all type of flush doors (cost
of glass excluded) (overall area of door shutter to
be measured) :
9.22.1 Rectangular Rectangular or square. sqm 187.00
or square.
9.22.2 Circular. Circular. sqm 284.00
9.23 Extra for Extra if louvers (not exceeding 0.2 sqm) sqm 464.00
louvers are provided in flush door shutters (overall area of
door shutters to be measured).
9.24 Extra for Extra for cutting rebate in flush door shutters sqm 129.00
rebate (Total area of the shutter to be measured).

9.25 Wire gauze Providing and fixing wire gauze shutters

shutters using galvanised M.S. wire gauze of average
width of aperture 1.4mm in both direction with
wire of dia. 0.63 mm for doors, windows and
clerestory windows with hinges and necessary
screws:
9.25.1 35 mm 35 mm thick shutters with ISI marked M.S.
thick shutter pressed butt hinges bright finished of
required size.
9.25.1.1 2nd class Second class teak wood. sqm 3374.00
teak wood

Civil Engineer Fieldwork Expert “SOR” Page 97

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.25.1.2 Hardwood Kiln seasoned and chemically treated sqm 2899.00
Haldu, Kail, Bija wood.
9.25.1.3 Sheesham Kiln seasoned selected class of sheesham sqm 2852.00
wood wood.
9.25.2 35 mm ss 35 mm thick shutters with ISI marked stainless
hinges steel butt hinges of required size.
9.25.2.1 2nd class Second class teak wood. sqm 3591.00
teak wood
9.25.2.2 Hardwood Kiln seasoned and chemically treated sqm 3016.00
Haldu, Kail, Bija wood.
9.25.2.3 Sheesham Kiln seasoned selected class of sheesham sqm 2969.00
wood wood.
9.25.3 30 mm 30 mm thick shutters with ISI marked M.S.
thick pressed butt hinges bright finished of required
shutters size.
9.25.3.1 2nd class Second class teak wood. sqm 2997.00
teak wood
9.25.3.2 Hardwood Kiln seasoned and chemically treated sqm 2506.00
Haldu, Kail, Bija wood.
9.25.3.3 Sheesham Kiln seasoned selected class of sheesham sqm 2579.00
wood wood.
9.25.4 30 mm ss 30 mm thick shutters with ISI marked stainless
butt hinges steel butt hinges of required size.
9.25.4.1 2nd class Second class teak wood. sqm 3514.00
teak wood
9.25.4.2 Hardwood Kiln seasoned and chemically treated sqm 2823.00
Haldu, Kail, Bija wood.
9.25.4.3 Sheesham Kiln seasoned selected class of sheesham sqm 2596.00
wood wood.

9.26 Wire gauge Providing and fixing wire gauge laminated

laminated veneer lumber shutters conforming to IS : 14616,
veneer and as per TADS 15 :2001 (Part B) using
lumber galvanised wire gauge with average width of
shutter aperture 1.4 mm in both directions with wire of
dia 0.63 mm as per IS :1568 for doors, windows
and clerestory windows including ISI marked
M.S. pressed fixing with butt hinges bright

Civil Engineer Fieldwork Expert “SOR” Page 98

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
finished of required size with necessary
screws as per directions of Engineer-in- charge:
9.26.1 35 mm 35 mm thick shutters sqm 2527.00
9.26.2 30 mm 30 mm thick shutters sqm 2302.00
9.27 Teak wood Providing 50x50x50mm 2nd class teak each 19.00
plugs wood plugs including cutting brick work and
fixing in cement mortar 1:3 (1 cement
: 3 sand) and making good the walls etc.

9.28 Expandable Providing and fixing expandable fasteners

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.
9.28.1 25 mm 25 mm long each 18.00
9.28.2 32 mm 32 mm long each 19.00
9.28.3 40 mm 40 mm long each 22.00
9.28.4 50 mm 50 mm long each 28.00
9.28.5 60 mm 60 mm long each 30.00
9.29 Wall lining Providing and fixing 2nd class teak wood
teak wood plain lining tongued and grooved including
tongued and wooden plugs complete with necessary screws
grooved and priming coat on unexposed surface.

9.29.1 40 mm 40 mm thick. sqm 5607.00

9.29.2 25 mm 25 mm thick. sqm 3669.00
9.29.3 20 mm 20 mm thick sqm 2902.00
9.29.4 12 mm 12 mm thick sqm 1868.00
9.30 Wall lining Providing and fixing in wall lining flat
particle pressed three layer (medium density) particle
board board or graded wood Pre- laminated one side
decorative lamination on other side balancing
lamination Grade I, Type II, IS : 12823 marked
including priming coat on unexposed surface,
with necessary fixing arrangement and screws
etc. complete :

9.30.1 12 mm 12 mm thick sqm 1374.00

Civil Engineer Fieldwork Expert “SOR” Page 99

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.30.2 18 mm 18 mm thick sqm 1610.00
9.30.3 25 mm 25 mm thick sqm 1725.00
9.31 Wood frame Providing and fixing specified wood frame work cum 97415.00
work battens consisting of battens 50x25mm fixed with rawl
50x25mm plug and drilling necessary holes for rawl plug
etc. including priming coat complete. Kiln
seasoned and chemically treated Haldu, Kail,
Bija wood.
9.32 Plain lining Providing and fixing plywood 4 mm thick sqm 1168.00
/ cladding one side decorative veneer conforming to IS:
with 1328 (type-1) for plain lining / cladding with
plywood necessary screws, priming coat on unexposed
4mm thick surface with: Decorative veneer facings of
cladding approved manufacture.
9.33 Plain lining Providing and fixing 4mm thick coir sqm 918.00
with coir veneer board, ISI marked IS: 14842, plain lining
veneer with necessary screws, priming coat on
board unexposed surface etc., complete.
9.34 Skirting of Providing and fixing skirting of Pre-
pre- laminated with (one side decorative and other
laminated side balancing lamination) flat pressed, 3 layer or
particle graded particle board (medium density) Grade
board 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 :
9.34.1 18 mm 18 mm thick sqm 1726.00
9.34.2 25 mm 25 mm thick sqm 1841.00

9.35 Wooden Providing and fixing wooden moulded

moulded beading to door and window frames with iron
beading to screws, plugs and priming coat on unexposed
door and surface etc. complete :
window
frames
9.35.1 2nd class 2nd class teak wood
teak wood
9.35.1.1 50x12 mm 50x12 mm metre 112.00
9.35.1.2 50 x 20 mm 50 x 20 mm metre 167.00
9.35.2 Hardwood Kiln seasoned and chemically treated
Haldu, Kail, Bija wood.

Civil Engineer Fieldwork Expert “SOR” Page 100

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.35.2.1 50x12 mm 50x12 mm metre 95.00
9.35.2.2 50x20 mm 50x20 mm metre 139.00
9.36 Plain jaffri Providing and fixing plain jaffri of 35x10 sqm 1873.00
wooden mm laths placed 35 mm apart (frames to be paid
separately) including fixing 50x12 mm beading
complete with : Second class teak wood.
9.37 Pelmet of Providing and fixing 18 mm thick, 150 mm wide metre 353.00
wood pelmet of flat pressed 3 layer or graded wood
particle particle board medium density grade I, IS : 3087
board 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 Haldu,
Kail, Bija 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.
9.38 Pelmet of Providing and fixing 18 mm thick, 150 mm wide metre 486.00
coir veneer pelmet of coir veneer board ISI marked IS:
board 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 Haldu, Kail, Bija 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.

9.39 Extra for Extra for using veneered particle board

veneered conforming to IS 3097 Grade I, in item of pelmet
pelmet 18mm thick 150mm wide.
9.39.1 Non Non decorative veneer on both sides. metre 44.00
Decorative
9.39.2 Decorative Particle board with decorative veneering metre 122.00
on both sides.
9.40 Lipping in Providing and fixing teak wood lipping of metre 51.00
pelmet size 25x3 mm in pelmet.

Civil Engineer Fieldwork Expert “SOR” Page 101

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.41 Curtain rod Providing and fixing of 1.25 mm thick
chromium chromium plated brass plate, with two chromium
plated brass plated curtain rods brass brackets fixed with C.P.
plate brass screws and wooden plugs, etc., wherever
necessary complete:
9.41.1 12 mm 12 mm dia. metre 299.00
9.41.2 20 mm 20 mm dia. metre 397.00
9.41.3 25 mm 25 mm dia. metre 392.00
9.42 Curtain rods Providing and fixing nickel plated curtain
nickel plated rods M.S. pipe with nickel plated brackets
curtain rods :
M.S. pipe
9.42.1 20 mm 20 mm dia (heavy type) metre 137.00
9.42.2 25 mm 25 mm dia (heavy type) metre 161.00
9.43 M.S. grills Providing and fixing M.S. grills of
and required pattern in frames of windows etc. with
windows M.S. flats, square or round bars etc. including
priming coat with approved steel primer all
complete.
9.43.1 Fixed to Fixed to steel windows by welding. Kg 101.00
steel
windows
9.43.2 Fixed to Fixed to openings /wooden frames with Kg 109.00
openings rawl plugs screws etc.
/wooden
frames

9.44 Expanded Providing and fixing expanded metal sqm 972.00

metal for 20x60 mm strands 3.25 mm wide and 1.6 mm
windows thick for windows etc. including 62 x19 mm
beading of II nd class teak wood and priming
coat with approved steel primer all complete.
9.45 Steel wire Providing and fixing hard drawn steel wire sqm 1324.00
fabric to fabric 75x25 mm mesh of weight not less than
window 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.

Civil Engineer Fieldwork Expert “SOR” Page 102

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.46 M.S. wire Providing and fixing fly proof galvanized
mesh 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.
9.46.1 With 2nd With 2nd class teak wood beading 62x19 sqm 1200.00
class teak mm.
wood
beading
9.46.2 With mild With 12 mm mild steel U beading. sqm 691.00
steel
beading
9.47 Deduct for Deduct for fixing 75x25 mm hard drawn steel sqm 186.00
Steel wire wire fabric of weight not less than
instead of 7.75 Kg. per sqm in panelled and glazed door
glass and window shutter instead of glass sheet 4 mm
thick.
9.48 Flat iron Providing 40x5 mm flat (iron hold fast 40 each 99.00
hold fast cm long) (0.628 kg) including fixing to frame
with 10 mm diameter bolts, nuts and wooden
plugs and embeddings in cement concrete block
30x10x15cm 1:3:6 mix (1 cement : 3 sand : 6
graded stone aggregate 20mm nominal size)
9.49 Wooden Providing wooden beams including
beams hoisting, fixing in position and applying wood
preservative for the unexposed surfaces, etc.
complete with :
9.49.1 Sal Sal wood. cum 74600.00
9.49.2 Hardwood Haldu, Kail, Bija wood. cum 74550.00
9.50 M.S. Butt Providing and fixing ISI marked M.S.
hinges pressed butt hinges bright finished with necessary
screws etc. complete :
9.50.1 125 mm 125x65x2.12 mm each 33.00
9.50.2 100 mm 100x58x1.90 mm each 25.00
9.50.3 75 mm 75x47x1.70 mm each 20.00
9.50.4 50 mm 50x37x1.50 mm each 13.00

9.51 Heavy Providing and fixing IS : 1341 marked

weight butt M.S. heavy weight butt hinges with necessary
hinges screws etc. complete :

Civil Engineer Fieldwork Expert “SOR” Page 103

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.51.1 125 mm 125x90x4.00 mm each 58.00
9.51.2 100 mm 100x75x3.50 mm each 38.00
9.51.3 75 mm 75x60x3.10 mm each 25.00
9.51.4 50 mm 50x40x2.50 mm each 16.00
9.52 Oxidised Providing and fixing ISI marked oxidised
butt hinges M.S. pressed butt hinges with necessary
screws etc. complete.
9.52.1 125 mm 125x65x2.12 mm each 33.00
9.52.2 100 mm 100x58x1.90 mm each 26.00
9.52.3 75 mm 75x47x1.70 mm each 19.00
9.52.4 50 mm 50x37x1.50 mm each 11.00
9.53 Parliamenta Providing and fixing ISI marked oxidised
ry hinges M.S. pressed Parliamentary hinges with necessary
screws etc. complete :
9.53.1 150 mm 150x125x27x2.80 mm each 60.00
9.53.2 125 mm 125x125x27x2.80 mm each 58.00
9.53.3 100 mm 100x125x27x2.80 mm each 49.00
9.53.4 75 mm 75x100x20x2.24 mm each 40.00
9.54 Single Providing and fixing ISI marked oxidised
acting M.S. single acting spring hinges with necessary
spring screws etc. complete :
hinges
9.54.1 150 mm 150 mm each 179.00
9.54.2 125 mm 125 mm each 183.00
9.54.3 100 mm 100 mm each 151.00
9.55 Double Providing and fixing oxidised M.S. double
acting acting spring hinges with necessary screws etc.
spring complete.
hinges
9.55.1 150 mm 150 mm each 184.00
9.55.2 125 mm 125 mm each 183.00
9.55.3 100 mm 100 mm each 147.00

9.56 Piano Providing M.S. Piano hinges ISI marked

hinges IS: 3818 finished with nickel plating and
fixing with necessary screws etc., complete.
9.56.1 35 mm Overall width 35 mm. metre 143.00
9.56.2 50 mm Overall width 50 mm. metre 148.00
9.56.3 65 mm Overall width 65 mm. metre 151.00

Civil Engineer Fieldwork Expert “SOR” Page 104

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.57 Sliding door Providing and fixing ISI marked oxidised
bolts M.S. sliding door bolts with nuts and
screws etc. complete:
9.57.1 300 mm 300x16 mm each 180.00
9.57.2 250 mm 250x16 mm each 167.00
9.58 Tower bolt Providing and fixing ISI marked oxidised
M.S. tower bolt black finish, (Barrel type) with
necessary screws etc. complete :
9.58.1 250 mm 250x10 mm each 78.00
9.58.2 200 mm 200x10 mm each 70.00
9.58.3 150 mm 150x10 mm each 52.00
9.58.4 100 mm 100x10 mm each 45.00
9.59 Pull bolt Providing and fixing ISI marked 85x42mm each 81.00
lock oxidised M.S. pull bolt lock conforming to IS:
7534 with necessary screws bolts, nut and washers
etc. complete
9.60 Door Providing and fixing ISI marked oxidised
latches M.S. door latches conforming to IS:5930 with
screws etc. complete :
9.60.1 300 mm 300x20x6 mm each 82.00
9.60.2 250mm 250x20x6 mm each 77.00
9.61 Oxidised Providing and fixing ISI marked oxidised
M.S. M.S. handles conforming to IS:4992 with
handles necessary screws etc. complete :
9.61.1 125mm 125 mm each 37.00
9.61.2 100mm 100 mm each 35.00
9.61.3 75mm 75 mm each 34.00

9.62 Oxidised Providing and fixing oxidised M.S. hasp

M.S. hasp and staple (safety type) conforming to IS : 363
and staple with necessary screws etc. complete :
9.62.1 150 mm 150 mm each 33.00
9.62.2 115 mm 115 mm each 28.00
9.62.3 90 mm 90 mm each 23.00
9.63 Oxidised Providing and fixing oxidised M.S.
M.S. casement stays (straight peg type) with
casement necessary screws etc. complete.
stays
9.63.1 300 mm 300 mm weighing not less than 200 gms. each 48.00

Civil Engineer Fieldwork Expert “SOR” Page 105

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.63.2 250 mm 250 mm weighing not less than 150 gms. each 34.00
9.63.3 200 mm 200 mm weighing not less than 120 gms. each 28.00
9.64 Oxidised Providing and fixing oxidised M.S. Safety each 93.00
M.S. safety chain with necessary fixtures for doors.
chain (Weighing not less than 450 gms.)
9.65 S.S. sliding Providing and fixing ISI marked stainless
door steel sliding door bolts with nuts and
screws etc. complete:
9.65.1 300 mm 300x16 mm each 389.00
9.65.2 250 mm 250x16 mm each 326.00
9.66 S.S. tower Providing and fixing ISI marked stainless
bolt steel tower bolt black finish, (Barrel type) with
necessary screws etc. complete :
9.66.1 250 mm 250x10 mm each 148.00
9.66.2 200 mm 200x10 mm each 94.00
9.66.3 150 mm 150x10 mm each 71.00
9.66.4 100 mm 100x10 mm each 55.00
9.67 S.S. pull Providing and fixing ISI marked 85x42mm each 86.00
bolt lock stainless steel pull bolt lock with necessary
screws bolts, nut and washers etc. complete.
9.68 S.S. door Providing and fixing ISI marked stainless steel
latches door latches with screws etc. complete :
9.68.1 300 mm 300x20x6 mm each 221.00
9.68.2 250mm 250x20x6 mm each 153.00

9.69 S.S. handles Providing and fixing ISI marked stainless steel
handles with necessary screws etc. complete :
9.69.1 125 mm 125 mm each 70.00
9.69.2 100 mm 100 mm each 54.00
9.69.3 75 mm 75 mm each 58.00

9.70 S.S. hasp Providing and fixing stainless steel hasp

and staple and staple (safety type) conforming to IS
specification with necessary screws etc. complete :

Civil Engineer Fieldwork Expert “SOR” Page 106

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.70.1 150 mm 150 mm each 47.00
9.70.2 115 mm 115 mm each 43.00
9.70.3 90 mm 90 mm each 36.00
9.71 S.S. Providing and fixing stainless steel
casement casement stays (straight peg type)
stays straight conforming to IS specification with
peg type necessary screws etc. complete.

9.71.1 300 mm 300 mm weighing not less than 200 gms. each 89.00
9.71.2 250 mm 250 mm weighing not less than 150 gms. each 71.00
9.71.3 200 mm 200 mm weighing not less than 120 gms. each 59.00
9.72 S.S. safety Providing and fixing stainless steel safety each 282.00
chain chain with necessary fixtures for doors.
Conforming to IS specification (Weighing not
less than 450 gms.)
9.73 S.S. butt Providing and fixing IS : 12817 marked
hinges stainless steel butt hinges with stainless steel
screws etc. complete :
9.73.1 125mm 125x64x1.90 mm each 77.00
9.73.2 100 mm 100X58X1.90 mm each 69.00
9.73.3 75 mm 75x47x1.80 mm each 49.00
9.73.4 50 mm 50x37x1.50 mm each 35.00
9.74 S.S. butt Providing and fixing IS : 12817 marked
hinges stainless steel butt hinges (heavy weight) with
(heavy stainless steel screws etc. complete :
weight)

9.74.1 125 mm 125x64x2.50 mm each 86.00

9.74.2 100 mm 100x60x2.50 mm each 68.00
9.74.3 75 mm 75x50x2.50 mm each 56.00
9.75 Knob Providing and fixing 50 mm Stainless steel each 68.00
cup board or wardrobe knob with necessary
screws (best make of approved quality)
9.76 Stainless Providing and fixing Stainless steel each 113.00
steel hanging type floor door stopper with necessary
hanging screws, etc. complete.
type floor

9.77 Brass butt Providing and fixing bright finished brass

hinges butt hinges with necessary screws etc. complete :

Civil Engineer Fieldwork Expert “SOR” Page 107

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.77.1 125x5.5 125x85x5.5 mm (heavy type) each 486.00
mm
9.77.2 125x4 mm 125x70x4 mm (ordinary type) each 168.00
9.77.3 100x5.5 100x85x5.5 mm (heavy type) each 387.00
mm
9.77.4 100x4 mm 100x70x4 mm (ordinary type) each 127.00
9.77.5 75x4 mm 75x65x4 mm (heavy type) each 165.00
9.77.6 75x2.5 mm 75x40x2.5 mm (ordinary type) each 84.00
9.77.7 50x2.5 mm 50x40x2.5 mm (ordinary type) each 42.00

9.78 Brass Providing and fixing bright finished brass

parliamenta parliamentary hinges with necessary
ry hinges screws etc. complete :
9.78.1 150mm 150x125x27x5 mm each 395.00
9.78.2 125 mm 125x125x27x5 mm each 365.00
9.78.3 100mm 100x125x27x5 mm each 314.00
9.78.4 75mm 75x100x20x3.2 mm each 249.00

9.79 Brass tower Providing and fixing bright finished brass

bolts tower bolts (barrel type) with necessary screws
etc. complete :
9.79.1 400mm 400x10 mm each 410.00
9.79.2 250mm 250x10 mm each 339.00
9.79.3 200mm 200x10 mm each 271.00
9.79.4 150mm 150x10 mm each 231.00
9.79.5 100mm 100x10 mm each 162.00

9.80 Brass door Providing and fixing bright finished brass

latch door latch with necessary screws etc. complete.
9.80.1 300 mm 300x16x5 mm each 247.00
9.80.2 250mm 250x16x5 mm each 235.00

9.81 Brass Providing and fixing bright finished brass

handles handles with necessary screws etc.
complete.
9.81.1 125 mm 125 mm each 215.00

Civil Engineer Fieldwork Expert “SOR” Page 108

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.81.2 100 mm 100 mm each 191.00
9.81.3 75 mm 75 mm each 161.00
9.82 Brass Providing and fixing bright finished brass
sliding door sliding door bolts with nuts and screws etc
bolts complete.
9.82.1 300mm 300x16mm each 417.00
9.82.2 250mm 250x16mm each 384.00
9.83 Brass Providing and fixing bright finished brass each 549.00
mortice 100 mm mortice latch and lock with 6
latch and levers and a pair of lever handles with
lock lever necessary screws etc. complete (best make
handles of approved quality).
9.84 Brass Providing and fixing bright finished brass each 830.00
mortice 100 mm mortice latch and lock ISI marked
latch and with six levers and a pair of anodised
lock (anodic coating not less than grade AC 10
aluminium as per IS : 1868) aluminium lever handles
lever with necessary screws etc. complete (Best
handles make of approved quality).
9.85 Brass Providing and fixing bright finished brass each 485.00
mortice 100 mm mortice latch with one dead bolt
latch with and a pair of lever handles with necessary
one dead screws etc. complete (best make of
bolt approved quality).
9.86 Brass night Providing and fixing bright finished brass each 688.00
latch night latch including necessary screws etc.
complete (best make of approved quality).
9.87 Special Providing and fixing special quality bright
quality finished brass cupboard or wardrobe locks
brass with four levers including necessary
cupboard or screws etc. complete (best make of
wardrobe approved quality) :
locks

9.87.1 40 mm 40 mm each 154.00

9.87.2 50 mm 50 mm each 160.00
9.87.3 65 mm 65 mm each 182.00
9.87.4 75 mm 75 mm each 195.00
9.88 Brass cup Providing and fixing 50 mm bright each 61.00
board or finished brass cup board or wardrobe knob
wardrobe with necessary screws (best make of
knob approved quality)

Civil Engineer Fieldwork Expert “SOR” Page 109

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.89 Brass Providing and fixing bright finished brass each 93.00
hanging hanging type floor door stopper with
type floor necessary screws, etc. complete.
door
stopper
9.90 Brass Providing and fixing bright finished brass each 82.00
casement casement window fastener with necessary
window screws etc. complete.
window
fastener
9.91 Brass Providing and fixing bright finished brass
casement casement stays (straight peg type) with
stays necessary screws etc. complete :
(straight
peg type)
9.91.1 300 mm 300 mm weighing not less than 330 gms each 186.00
9.91.2 250 mm 250 mm weighing not less than 280 gms each 148.00
9.91.3 200 mm 200 mm weighing not less than 240 gms each 138.00

9.92 Brass hasp Providing and fixing bright finished brass

and staple hasp and staple (safety type) with
(safety necessary screws etc. complete:
type)
9.92.1 150 mm 150 mm each 119.00
9.92.2 115 mm 115 mm each 96.00
9.92.3 90 mm 90 mm each 85.00
9.93 C.P. brass Providing and fixing Cromium plated brass each 95.00
hanging hanging type floor door stopper with
type floor necessary screws, etc. complete.
door
stopper

9.94 Aluminium Providing and fixing aluminium die cast each 790.00
hydraulic body tubular type universal hydraulic door
door closer closer (having brand logo with ISI, IS :
door weight 3564, embossed on the body, door weight
upto 35 kg upto 35 kg and door width upto 700 mm)
with necessary accessories and screws etc.
complete.

Civil Engineer Fieldwork Expert “SOR” Page 110

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.95 Aluminium Providing and fixing aluminium extruded each 1286.00
hydraulic section body tubular type universal
door closer hydraulic door closer (having brand logo
door weight with ISI, IS : 3564, embossed on the body,
upto 36 kg door weight upto 36 kg to 80 kg and door
to 80 kg width from 701 mm to 1000 mm) with
double speed adjustment with necessary
accessories and screws etc. complete.
9.96 C.P. brass Providing and fixing chromium plated each 877.00
mortice brass 100 mm mortice latch and lock with
latch 6 levers and a pair of lever handles with
necessary screws etc. complete (best make
of approved quality).
9.97 C.P. brass Providing and fixing chromium plated each 855.00
mortice brass 100 mm mortice latch with one dead
latch with bolt and a pair of lever handles with
one dead necessary screws etc. complete (best make
bolt of approved quality).
9.98 C.P. brass Providing and fixing chromium plated each 796.00
night latch brass night latch including necessary
screws etc. complete (Best make of
approved quality).

9.99 Special Providing and fixing special quality

quality C.P chromium plated brass cupboard locks
cupboard with six levers including necessary screws
brass locks etc. complete (Best make of approved
quality) of :
9.99.1 40 mm Size 40 mm each 164.00
9.99.2 50mm Size 50 mm each 176.00
9.99.3 65mm Size 65 mm each 187.00
9.99.4 75 mm Size 75 mm each 206.00
9.100 C.P. brass Providing and fixing chromium plated each 78.00
cupboard brass 50 mm cupboard or wardrobe knobs
knobs with nuts complete.
9.101 C.P.Brass Providing and fixing chromium plated
sliding door brass sliding door bolts ISI marked with
bolts nuts and screws etc complete.
9.101.1 300 mm 300x16mm each 288.00
9.101.2 250mm 250x16mm each 265.00

Civil Engineer Fieldwork Expert “SOR” Page 111

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.102 C.P. brass Providing and fixing chromium plated
tower bolts brass tower bolts ISI marked with nuts and
screws etc complete.
9.102.1 400mm 400X10mm each 280.00
9.102.2 300 mm 300x10mm each 208.00
9.102.3 250mm 250x10mm each 184.00
9.102.4 200mm 200x10 mm each 123.00
9.102.5 150mm 150x10 mm each 101.00
9.102.6 100mm 100x10 mm each 83.00
9.103 Chromium Providing and fixing chromium plated
plated brass brass door latch ISI marked with necessary
door latch screws etc complete.
9.103.1 300 mm 300x16x5mm each 265.00
9.103.2 250 mm 250x16x5mm each 253.00
9.104 Chromium Providing and fixing chromium plated each 259.00
plated brass brass night latch ISI marked with
night latch necessary screws etc complete.
9.105 Chromium Providing and fixing chromium plated
plated brass brass handles with necessary screws etc.
handles complete:

9.105.1 125 mm 125 mm each 251.00

9.105.2 100 mm 100 mm each 216.00
9.105.3 75 mm 75 mm each 192.00
9.106 Chromium Providing and fixing chromium plated each 147.00
plated brass brass casement window fastener with
casement necessary screws etc. complete.
window
fastener

9.107 Chromium Providing and fixing chromium plated

plated brass brass casement stays (straight peg type)
casement with necessary screws etc. complete :
stays
(straight
peg type)
9.107.1 300 mm 300 mm weighing not less than 330 gms each 227.00

Civil Engineer Fieldwork Expert “SOR” Page 112

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.107.2 250mm 250 mm weighing not less than 280 gms each 188.00
9.107.3 200mm 200 mm weighing not less than 240 gms each 159.00
9.108 Aluminium Providing and fixing ISI marked
butt hinges 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:
Note:- Aluminum hinges shall not be used
in wooden shutters.
9.108.1 125x75mm 125x75x4 mm each 125.00
9.108.2 125x63 mm 125x63x4 mm each 118.00
9.108.3 100x75 mm 100x75x4 mm each 105.00
9.108.4 100x63x4 100x63x4 mm each 103.00
mm
9.108.5 100x63x3.2 100x63x3.2 mm each 100.00
mm
9.108.6 75x63x4 75x63x4 mm each 87.00
mm
9.108.7 75x63x3.2 75x63x3.2 mm each 79.00
mm
9.108.8 75x45x3.2 75x45x3.2 mm each 69.00
mm
9.109 Aluminium Providing and fixing aluminium sliding
sliding door door bolts ISI marked anodised (anodic
bolts 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:
9.109.1 300mm 300x16 mm each 251.00
9.109.2 250mm 250x16 mm each 205.00
9.110 Aluminium Providing and fixing aluminium tower
tower bolts 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:
9.110.1 400mm 400X10mm each 143.00

Civil Engineer Fieldwork Expert “SOR” Page 113

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.110.2 300mm 300x10 mm each 124.00
9.110.3 250mm 250x10 mm each 112.00
9.110.4 200mm 200x10 mm each 92.00
9.110.5 150mm 150x10 mm each 79.00
9.110.6 100mm 100x10 mm each 65.00
9.111 Aluminium Providing and fixing aluminium pull bolt each 84.00
pull bolt lock anodised ISI marked (anodic coating
lock 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.
9.112 Aluminium Providing and fixing 50cm long aluminium each 177.00
kicking kicking plate 100x3.15 mm anodised
plate (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.
9.113 Aluminium Providing and fixing aluminium handles
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:
9.113.1 125 mm 125 mm each 85.00
9.113.2 100 mm 100 mm each 65.00
9.113.3 75 mm 75 mm each 56.00

9.114 Aluminium Providing and fixing aluminium hanging

hanging floor door stopper ISI marked anodised
floor door (anodic coating not less than grade AC 10
stopper as per IS: 1868) transparent or dyed to
required colour and shade with necessary
screws etc. complete.
9.114.1 Single Single rubber stopper each 45.00
9.114.2 Double Twin rubber stopper each 96.00

9.115 Aluminium Providing and fixing aluminium casement each 77.00

casement window stays ISI marked anodised (anodic
stays coating not less than grade AC 10 as per
IS: 1868) transparent or dyed to required
colour and shade with necessary screws
etc. complete.

Civil Engineer Fieldwork Expert “SOR” Page 114

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.116 Aluminium Providing and fixing aluminium tee metre 78.00
tee channels channels (heavy duty) with rollers, stop
end in pelmets as curtain rod.

9.117 Aluminum Providing and fixing aluminum U beading kg 461.00

U beading of required size to Pre-laminated /flush
to flush door shutter including fixing etc. complete
door shutter as per direction of Engineer-in-charge.

9.118 PTMT Providing and fixing PTMT handles with

handles necessary screws etc. complete.
9.118.1 125mm 125x34x24 mm weighing not less than 23 each 54.00
gms.

9.118.2 150mm 150x34x24 mm weighing not less than 26 each 58.00

gms.

9.119 PTMT Butt Providing and fixing PTMT Butt hinges

hinges with necessary screws etc. complete.

9.119.1 75mm 75x60x10 mm fitted with 5.5 mm dia M.S. each 72.00
Bright Bar Rod weighing not less than 34
gms.
9.119.2 100mm 100x75x10 mm fitted with 5.5 mm dia MS each 92.00
Bright Bar Rod weighing not less than 53
gms.

9.120 PTMT Providing and fixing PTMT Tower Bolts

tower bolts with 12 mm one piece rod inside and
necessary screws etc., complete.

9.120.1 152mm 152x42x18 mm weighing not less than 60 each 97.00

gms.
9.120.2 202mm 202x42x18 mm weighing not less than 78 each 116.00
gms.

9.121 PTMT door Providing and fixing PTMT door catcher each 47.00
catcher of length 72 mm and dia. of 42 mm with
suitable washers weighing not less than 33
gms.
9.122 PTMT Providing and fixing PTMT hanging type each 45.00
hanging floor door stoper with necessary screws etc
type floor complete.
door stoper

Civil Engineer Fieldwork Expert “SOR” Page 115

Item Sub Item Item Name Description Unit Rate (In
No. No. Rs.)

1 2 3 4 5 6

9.123 Wire gauge Providing and fixing wire gauge shutters

shutters using stainless steel grade 304 wire gauge
using s.s. with wire of dia 0.5 mm and average width
304 wire of aperture 1.4 mm in both directions for
gauge for doors, windows and clerestory windows
doors and with necessary screws:
windows
9.123.1 35mm M.S. 35 mm thick shutters with ISI marked M.S.
butt hinges pressed butt hinges bright finished of
required size.

9.123.1.1 2nd class Second class teak wood. sqm 3883.00

teak wood

9.123.1.2 Hardwood Kiln seasoned and chemically sqm 3208.00

treated
Haldu, Kail, Bija wood.

9.123.1.3 Sheesham Kiln seasoned selected class of sheesham sqm 3062.00

wood wood.

9.123.2 35 mm s.s. 35 mm thick shutters with ISI marked

butt hinges stainless steel butt hinges of required size.

9.123.2.1 2nd class Second class teak wood. sqm 3900.00

teak wood

9.123.2.2 Hardwood Kiln seasoned and chemically sqm 3225.00

treated
Haldu, Kail, Bija wood.

Civil Engineer Fieldwork Expert “SOR” Page 116

 9.123.2.3 Sheesham Kiln seasoned selected class of sheesham sqm 3179.00
wood wood.

9.123.3 30 mm M.S. 30 mm thick shutters with ISI marked M.S.

butt hinges pressed butt hinges bright finished of
required size.

9.123.3.1 2nd class Second class teak wood. sqm 3306.00

teak wood

9.123.3.2 Hardwood Kiln seasoned and chemically sqm 2915.00

treated
Haldu, Kail, Bija wood.

9.123.3.3 Sheesham Kiln seasoned selected class of sheesham sqm 2789.00

wood wood.

9.123.4 30 mm s.s. 30 mm thick shutters with ISI marked

butt hinges stainless steel butt hinges of required size.

9.123.4.1 2nd class Second class teak wood. sqm 3523.00

teak wood

9.123.4.2 Hardwood Kiln seasoned and chemically sqm 2932.00

treated
Haldu, Kail, Bija wood.

Civil Engineer Fieldwork Expert “SOR” Page 117

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.123.4.3 Sheesham Kiln seasoned selected class of sheesham sqm 2906.00
wood wood.
9.124 Fly proof Providing and fixing fly proof stainless
stainless steel steel grade 304 wire gauge, to windows and
wire gauge, to clerestory windows using wire gauge with
windows average width of aperture 1.4 mm in both
directions with wire of dia. 0.50 mm all
complete.
9.124.1 T.W. With 2nd class teak wood beading 62x19 sqm 1889.00
beading mm.
9.124.2 M.S. With 12 mm mild steel U beading. sqm 1470.00
beading
9.125 Bamboo Providing and fixing Bamboo jaffery/ sqm 389.00
jaffery/ fencing consisting of superior quality 25mm dia
fencing (Average) half cut bamboo placed vertically and
fixed together with three numbers horizontal
running members of Haldu, Kail, Bija wood in
scantling of section 50x25mm fixed with nails
and G.I wire on existing support complete as per
direction of Engineer-in-charge.
9.126 Corner Providing and fixing wooden moulded metre 192.00
beading of corner beading of triangular shape to the junction
triangular of panelling etc. with iron screws, plugs and
shape priming coat on unexposed surface etc. complete
2nd class teak wood. 50x50mm (base and
height).
9.127 Lipping/ Providing and fixing 2nd class teak wood metre 57.00
moulded lipping/ moulded beading or Taj beading of size
beading 18x5mm 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.
9.128 Mortice Providing and fixing bright finished each 490.00
lock for 100mm mortice lock with 6 levers without pair
aluminum of handles for aluminium door with necessary
door screws etc complete (Best make of approved
quality) as per direction of Engineer-in-charge.

9.129 Magnetic Providing and fixing magnetic catcher in

catcher in cupboard / ward robe shutters including fixing
cupboard with necessary screws etc. complete (Best make
/ward robe of approved quality).
shutters

Civil Engineer Fieldwork Expert “SOR” Page 118

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.129.1 Triple Triple strip vertical type. each 29.00
9.129.2 Double Double strip (horizontal type). each 24.00
9.130 Magic eye Providing and fixing magic eye in door each 339.00
shutters including fixing. Complete (Best
make of approved quality).
9.131 Telescopic Providing and fixing powder coated
drawer telescopic drawer channels with necessary
channels screws etc. complete as per directions of
Engineer-in-charge.
9.131.1 300mm 300mm long each set 219.00
9.131.2 450mm 450mm long each set 266.00
9.131.3 500mm 500mm long each set 312.00
9.132 Sliding Providing and fixing sliding arrangement each 15.00
rollers in in racks/ cupboards/cabinets shutter by P/F
racks/ stainless steel rollers to run inside C or E
cupboards/c aluminium channel section (The payment
abinets of C or E channel shall be made
separately)
9.133 Ply wood Providing and fixing 12mm thick panelling
Paneling for or panelling and glazing in panelled or
doors, panelled and glazed shutters for doors,
windows 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 25mm to 40mm thick.
9.133.1 Marine ply Marine plywood conforming to IS: 710 sqm 1691.00
9.133.2 Fire Fire retardant plywood conforming to IS: sqm 1760.00
retardant 5509.
ply

9.134 Laminated Providing and Fixing decorative high

sheet 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.

Civil Engineer Fieldwork Expert “SOR” Page 119

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.134.1 1.5 mm 1.5 mm thick. sqm 861.00
9.134.2 1.0 mm 1.0 mm thick. sqm 701.00
9.135 Cup board Providing and fixing cup board shutters sqm 1788.00
shutters 25mm thick, with Pre-laminated flat
25mm thick pressed three layer particle board or graded
with Pre-
wood particle board IS: 12823 marked
laminated
particle exterior grade (Grade l Type ll) having one
board 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.
9.136 Cup board Providing and fixing cup board shutters
shutters with 25mm thick veneered particle board
with IS : 3097 marked exterior grade (Grade I)
veneered of approved make including IInd class teak
particle wood lipping of 25mm wide x 12 mm
board thick with necessary screws and bright
finished stainless steel piano hinges
complete as per direction of Engineer-in-
Charge.
9.136.1 One side With decorative veneering on one side and sqm 1533.00
commercial veneering on other side.
9.136.2 Both side With non decorative veneering on both sqm 1422.00
sides.
9.137 Factory Providing and fixing factory made shutters sqm 1512.00
made flush of 25 mm thick Pre-laminated particle
door board flat pressed three layer or graded
shutters of wood particle board with one side
Pre- decorative finish and other side balancing
laminated lamination conforming to IS: 12823 Grade
particle l Type ll, of approved design, and edges
board as per sealed with water resistant paint and lipped
architectural with aluminium 'U' type edge beading all-
drawing 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).

Civil Engineer Fieldwork Expert “SOR” Page 120

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.138 Wall lining Providing and fixing in wall lining MDF
with Pre- board medium density fibre board IS:
laminated 14587:1998 marked, Pre-laminated one
fibre board side decorative lamination and other side
balancing lamination, with necessary
fixing arrangement and screws etc.
complete.
9.138.1 12 mm 12 mm thick. sqm 939.00
9.138.2 18 mm 18 mm thick. sqm 1261.00
9.138.3 25 mm 25 mm thick. sqm 1330.00
9.139 Pre- Providing and fixing 25mm thick pre- sqm 1826.00
laminated laminated medium density fibre board
cup board exterior grade(Grade-I) IS:14587:1998
shutters marked one side decorative and other side
Fibre board balancing lamination for cupboard shutters
piano edges to be sealed with PVC edge bending
hinges tape 2.00 mm thick of approved brand
including ISI marked nickeled plated
bright finishing M.S. piano hinges IS:3818
marked with necessary screwed complete
9.140 Skirting Providing and fixing skirting with Pre-
with pre- laminated medium density fibre board
laminated exterior grade (Grade-I) IS: 14587:1998
fibre board marked, (one side decorative and other side
balancing lamination) with necessary
fixing arrangements and screws, including
drilling necessary holes for rawl plugs etc.
and edges to be sealed with PVC edge
bending tape 2.00 mm thick of approved
brand complete.
9.140.1 18 mm 18 mm thick sqm 1693.00
9.140.2 25 mm 25 mm thick sqm 2217.00
9.141 Partition Providing and fixing partition upto ceiling
wall with height consisting of G.I. frame and
G.I. frame required board including providing and
and fixing of frame work made of special
required section power pressed/ roll form G.I. sheet
board 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

Civil Engineer Fieldwork Expert “SOR” Page 121

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
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
610mm 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, Galvanized M.S. fixing
channel of 99 mm width (0.9 mm thick
having two flanges of 9.5 mm each with
zinc coating of 120 gm both side inside) 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 corner (25 mm x 25
mm x 0.5 mm), joint finisher and two coats
of primer suitable for board as per
manufacture's specification and direction
of engineer in charge all complete.
9.141.1 75 mm with 75mm overall thickness partition with 12.5 sqm 1312.00
GRG board mm thick double skin fire rated glass
reinforced gypsum (GRG) plaster board
conforming to IS: 2095: part 3 1996 Board
with BIS certification marks.

9.141.2 75 mm with 75mm overall thickness partition with 12.5 sqm 915.00
gypsum mm thick double skin tapered edged plain
board Gypsum plaster board conforming to
IS:2095: part I 1996 Board with BIS
certification marks.

Civil Engineer Fieldwork Expert “SOR” Page 122

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.141.3 66 mm with 66mm overall thickness Partition with sqm 1691.00
calcium 8mm thick double skin Calcium Silicate
silicate Board made with Calcareous and Siliceous
board materials reinforced with cellulose fiber
manufactured through autoclaving process
with Compressive Strength 225 kg/sq.cm,
Bending Strength 100 kg./sq.cm.
9.141.4 66 mm with 66mm overall thickness partition using sqm 1312.00
cement 8mm thick double skin non- asbestos
board multipurpose cement board reinforced with
cellulose fibre manufactured through
autoclaving process (High pressure steam
cured) as per IS: 14862 with suitable fibre
cement screw.
9.141.5 68mm with 68mm overall thickness partition using sqm 1650.00
heavy duty 9mm thick Heavy Duty Fibre Cement Board
fiber double skin non asbestos, reinforced
cement with cellulose
board fibre,manufactured through autoclaving
proces(High presssure steam cured)Type A,
Category 4 conforming to IS 14862:2000. (for
wet areas)
9.141.6 70 mm with 70 mm overall thickness Partition using sqm 1559.00
cement 10mm thick double skin non-asbestost
bonded multipurpose termite, fire & moisure
particle resistance (acoustic 30db) cement bonded
board particle board as per IS: 14276 with suitable
cement bonded board screw.
9.142 Wall Providing and fixing, in position concealed
paneling G.I. section for wall paneling using board of
using required thickness fixed on the 'W' profile
boards (0.55mm thick ) having a knurled web of
51.55mm and two flanges of 26mm each with
lips of 10.55 mm, placed @ 610mm C/C in
perimeter channel having one flange of 20mm
and another flange of 30mm with thickness of
0.55mm and web of length 27mm. Perimeter
channel is fixed on the floor and the ceiling with
the nylon sleeves @ 610mm C/C with fully
threaded self- tapping dry wall screws. Board is
fixed to the 'W' profile with 25 mm countersunk
ribbed head screws @ 200mm C/C., all
complete as per the drawing and 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.

Civil Engineer Fieldwork Expert “SOR” Page 123

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.142.1 Calcium 10 mm thick tapered edge calcium silicate sqm 844.00
silicate board made with calcareous and siliceous
board materials reinforced with cellulose fibre
manufactured through autoclaving process
to give stable crystalline structure, with
compressive strength 225 kg/sq.cm,
Bending strength 100 kg/sq.cm.
9.142.2 Gypsum 12 mm thick Gypsum board conforming to sqm 650.00
board IS: 2095 Part-I.
9.142.3 Cement 8 mm thick non-asbestost multipurpose sqm 775.00
bonded termite, fire & moisure resistance cement
particle bonded particle board as per IS: 14276
board with suitable cement bonded board screw.
9.142.4 Cement 8mm Both side Factory Prelamianted sqm 1172.00
bonded cement bonded particle board as per IS:
prelamiante 15786.
d particle
board
9.142.5 Heavy duty 9mm thick non asbestos,heavy duty fibre sqm 780.00
fiber cement board reinforced with cellulose
cement fibre manufactured through autoclaving
board process(High pressure steam cured) Type
A,Category 4, conforming to IS 14862.
9.143 Frame Providing and fixing frame work for kg 121.00
work for partitions/ wall lining etc. made of
partitions/ 50x50x1.6mm hollow MS tube, placed
wall lining along the walls, ceiling and floor in a grid
of hollow pattern with spacing @ 60 cm centre to
MS tubes centre both ways (vertically and
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.
9.144 Panelling Providing and fixing panelling or paneling sqm 1187.00
prelamiante and glazing in panelled or panelled and
d MDF glazed shutters for doors, windows and
board clerestory windows (area of opening
for panel inserts excluding portion inside
grooves or rebated to be measured).
Panelling for panelled and glazed shutters

Civil Engineer Fieldwork Expert “SOR” Page 124

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
25mm to 40mm thick: Pre-laminated with
decorative lamination on both side exterior
Grade - I MDF Board 12 mm thick
confirming to IS:14587
9.145 Fibre board Providing and fixing Pre -laminated
to frame 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).

9.145.1 12 mm Board 12 mm thick sqm 821.00

9.145.2 18 mm Board 18 mm thick sqm 963.00

9.146 Pre- Providing and fixing Pre-laminated

laminated medium density fibre board IS: 14587:1998
fibre board marked, with one side decorative lamination
for shelves 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).

9.146.1 18 mm 18 mm thick sqm 1155.00

9.146.2 25 mm 25 mm thick sqm 1620.00

9.147 Acoustical Providing and Installation of acoustical wall sqm 7866.00

wall panelling fabric finish hardened square edge,
panelling FR grade fabric (colour as approved by
fabric finish Egnineer in charge) wrapped soft fibre core
(glass fibre) panel having metal framing, of
size 600x2100x25mm having density 100-
120Kgs/ m3, weight 3.0kg/m2 NRC up to 0.9
installed by using impaling clip. Impaling
clips are attached directly to the wall/frame
work with the points extending outward. Then
panels shall positioned and pressed into place.

Civil Engineer Fieldwork Expert “SOR” Page 125

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.148 Acoustical Providing and installation of acoustical sqm 5279.00
wall wall panelling wood finish Slats made out of
panelling HDF board , Melamine / veneer laminated finish,
with perforated wooden grooved slats (2mm grooves
perforated @ 8mm centers) / (2mm Slats @16mm pitch) /
HDF board (2mm grooves @ 32mm centers) / (2mm grooves
@ 64mm centers), backlined with black
acoustical fleece, tongue-groove edge for a
seamless look, FR grade, of lineal dimension size
128mm x 2440mm x 16mm thick having density
1000Kg /m3, weight 12.8Kgs/m2 installed by
using GI strut system. The GI strut system
includes GI Cross channel having thickness
0.45mm, length 3600mm, knurled web 40mm,
depth 10mm and equal flanges 15mm is fastened
vertically/ horizontally at every 600mm centers.
Aluminium core cross channel having thickness
0.5mm, length 2400mm, web 15mm and 27mm,
depth 18mm and flanges of 7mm with suitable
edge and centre brackets is then fixed
perpendicular to the cross channel with the help
of fasteners at every 400mm centers. Contractor
to Provide expansion joints of 3mm at every
5mts bothways.

9.149 Acoustic Providing and installation of paintble

wall acoustic wall panelling consisting of strand
panelling kerfed edge paint finished as approved by
paintble Engineer in charge. magnesite bonded wood fiber
consisting panels of size 600x2400x20mm having density
magnesite 400kg/m3, weight 8- 20kg/m2 which is fixed to
bonded GI strut system. The GI strut work includes Cross
wood fiber channel having thickness 0.45mm, length
wt. 8.20 3600mm, knurled web 40, depth 10mm and equal
kg/m2 flanges 15mm is fastened to wall positioned
horizontally in a regular manner at 600mm
centers. PVC Vinyl core UV treated H-Spline
having thickness 2mm and length 2400mm to be
fixed perpendicular to the Cross channel at
600mm centers. The Kerfed edge panels shall be
then inserted into the H-spline against wall to
perfect fit.

Civil Engineer Fieldwork Expert “SOR” Page 126

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
2
9.149.1 Wt. 8.20 Wt. 8.20 kg/m sqm 1527.00
kg/m2
9.149.2 Wt. 4.2 Wt. 4.2 kg/m2 sqm 1403.00
kg/m2
9.150 Plywood Providing and fixing plain lining with sqm 1140.00
lining with necessary screws/nuts and bolts/ nails
ply on including a coat of approved primer on one
wooden face and fixed on wooden /steel frame
/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.
9.151 Acoustic Providing and Installation of acoustic wall sqm 3916.00
wall panelling consisting of Soak Coard of
panelling selected colours as approved by Engineer
soak coard in charge. Kerf edge Fabric wrapped wood
of fabric fiber panels of size 600x2400x20mm
wrapped having density 400Kgs/m3, weight 4-
wood fiber 20kg/m2 installed by using GI strut
panels system.
inserted into The GI strut works includes Cross channel
the H-spline having thickness 0.45mm, length 3600mm,
knurled web 50, depth 50mm and equal
flanges of 13mm is fastened to Wall
positioned horizontally in a regular manner
at 600mm centers. PVC Vinyl core UV
treated H-Spline having thickness 2mm
and length 2400mm to be fixed
perpendicular to the Cross channels at
600mm centers. Kerfed edge Fabric
wrapped panels shall be then inserted into
the H-spline against wall to perfect fit.
9.152 Acoustic Providing and Installation of acoustic wall sqm 3458.00
wall panelling consisting of Soak Cord of
panelling selected colours as approved by Engineer
soak coard in charge, square edge Fabric wrapped
of fabric wood fiber panels of size 600x1200x10mm
wrapped having density 400Kgs/m3, weight 4-
wood fiber 20kg/m2 installed by using GI struts,Z
panels bars. The GI strut systems includes Cross
channel having thickness 0.45mm, length
3600mm, knurled web 40, depth 10mm
and equal flanges 15mm is fastened to wall
positioned vertically in a regular manner at
600mm c/c.GI Z bars having 40mm height,

Civil Engineer Fieldwork Expert “SOR” Page 127

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
thickness 1.2mm is first fixed behind the
panels by identifying resin spots by using
suitable fasteners.Clean exposed surfaces of wall
and ensure walls are in plumb line before
installing on wall (provide necessary packing
shims if required). Soak cord square edge panels
shall be slided into the Z bars fixed on wall.
9.153 Acoustic Providing and installation of acoustic wall sqm 3448.00
wall panelling consisting of Stretch NRC by using FR
panelling Grade NRC fabric of size 1700mm width, shall
fabric be stretched by using wooden base 10mm thick,
panels
rigid vinyl Stretch Tracks half wrap/ full wrap
25mm and Midseam 25mm , strand, synth PF
with requisite accessories and tools. Woodenbase
10mm is first installed on the wall along the
marking lines with metal fasteners at 300mm
centers. Tracks to be installed on wooden base,
by using Base tape (by removing the protective
cover) for a true and continuous secure grip, and
heavy-duty fasteners at 15mm centers on
one/both sides of Stretch Tracks. Strand square
edge magnesite bonded wood fiber panels of size
600x1200x15mm having density 400kg/m3,
weight 4-8kg which is fixed to wall. Synth PF
10x10mm thick adhered on strand panel by using
Stick 7 adhesive. Fabric of width 1700mm is then
aligned to the Stretch tracks by following the
fabric thread line or pattern. The fabric is stuck
on the Align Tape (by removing the protective
cover) at the same time as being stretched and
tucked into the Stretch tracks and secure into the
locking jaws so that it will be smooth, free of
wrinkles with the tucking tools. Note -minimum
50mm additional fabric is required for tucking
hence maximum module width would be
1600mm.
9.154 Wall Providing and Installation of wall panelling sqm 791.00
panelling of consisting of Square edge Magnesia core panels
magnesia of size
core panels

Civil Engineer Fieldwork Expert “SOR” Page 128

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
1100x2400x8mmmm having density
1000kgs/m3, weight 8kg/m2 installed by using
GI Strut system. The GI struct system includes
Cross channel having thickness 0.45mm, length
3600mm, knurled web 40, depth 10mm and equal
flanges of 15mm is fastened to wall positioned
horizontally in a regular manner at 600mm c/c.
The panels to be fixed on the cross channel with
suitable fasteners.

9.155 Drywall Supplying and installation of magnesia block 66

partition mm thick drywall partition including Framework
magnesia includes Floor/ Head GI channels having
block 66
thickness 0.5mm, length 3600mm, equal flanges
mm thick
of 32mm and web of 50mm fixed to floor and
ceiling with suitable fasteners at 300mm centers
staggered. Noise and fire rated silicon bead
sealant to be caulked along the perimeter of the
partition frame before fixing channels. Then Stud
channel having thickness 0.45mm, length
3600mm, unequal flanges of 34/36mm and web
of 48mm should be placed into the floor/head
channel positioned vertically at 600mm centers.
Extra reinforcement to be provided at openings
(doors, windows, etc.,) The first layer of
magenesia oxide block 8mm thick should be
fixed on one side of the Stud framework in a
staggered pattern by using suitable metal
fasteners at 300mm centers. Second layer of
magenesia oxide block 8mm thick should be
fixed other side of the frame work similar fashion
as the first layer. 3mm gap should be maintained
between boards.3 mm gap shall be filled with
jointing compound.
Magnesia oxide block shall have following
physical charecterstics.
• Core - Magnesia• Fire Rating – upto 150mins •
Acoustics – STC upto 44-50 • Climate (OC RH)
– 50, 99
• Moisture Absorption - 6.8% after 2hrs

Civil Engineer Fieldwork Expert “SOR” Page 129

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
and 11.3% after 24hrs soaking
• Wet Expansion - < 0.02% from ambient
to saturation
• Dry Contraction - ≤ 0.02% from
evaporation
• Moisture Movement - 0.02%
• Light reflectance – 80 %• Green (RC %)
– 30 • Strength - Antisag
• Impact - 4kg hammer 175mm
9.155.1 66mm thick Using 8mm thick magnesia block sqm 1778.00
dry well
9.155.2 70mm thick Using10mm thick magnesia block sqm 1968.00
dry wall
9.155.3 74mm thick Using12mm thick magnesia block sqm 2084.00
dry wall
9.155.4 94 mm Using12mm thick magnesia block sqm 3520.00
thick dry
wall
9.156 Extra for Add extra for providing and fixing sqm 868.00
thermal Thermal insulation by providing 50mm
insulation to
thick synth PF having dencity 1000 GSM
the dry wall
within the cavity held in position by using
chicken wire mesh/ cross bracing/ pasting
to the wall.
9.157 Gypsum Providing and laying Gypsum panel sqm 830.00
panel partitions 100mm thick with water proof
partitions Gypsum panels of size 666x500x100mm,
made of calcite phosphor Gypsum fixed
with tongue and groove, jointed with
bonding plaster as per manufacturers
specifications in superstructure above
plinth level up to floor II level. Gypsum
blocks will have a minimum compressive
strength of 9.3 kg/cm2.
9.158 UPVC door Providing and fixing factory made UPVC
frame wall door frame made of UPVC extruded
thickness sections having an overall dimension as
2.0mm below (tolerance ±1mm), with wall
thickness 2.0 mm (± 0.2mm), 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 frame
reinforced by galvanized M.S. tube of size
19 X 19mm and 1mm (± 0.1 mm) wall
thickness and 3 nos. stainless steel hinges

Civil Engineer Fieldwork Expert “SOR” Page 130

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
fixed to the frame complete as per
manufacturers specification and direction of
Engineer-in-charge:
9.158.1 48x40 mm. Extruded section Profile size 48x40 mm. metre 213.00
9.158.2 42x50 mm. Extruded section Profile size 42x50 mm. metre 218.00
9.159 Panelled Providing and fixing Panelled UPVC door sqm 1850.00
UPVC door shutter to existing door frames. 24 mm thick
shutter 24 factory made UPVC door shutters made of
mm thick 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 a UPVC hollow 'H' section, 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).
9.160 Panelled Providing and fixing UPVC panelled door sqm 2126.00
door shutter shutter UPVC 30 mm thick factory made
UPVC 30 PVC or UPVC door shutter made of styles
mm thick 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

Civil Engineer Fieldwork Expert “SOR” Page 131

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
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.
9.161 Flush door Providing and fixing 25mm thick PVC sqm 2068.00
shutter flush door shutters made out of a one piece
PVC, 25mm Multi chamber extruded PVC section of
the size of 762mmx25mm or less as per
requirement with an average wall thickness
of 1mm (± 0.3mm). PVC foam end cap of
size 23x10mm are provided on both
vertical edges to ensure the overall
thickness of 25mm. An M.S. tube having
dimensions 19mm x 19mm and 1.0 mm (±
0.1mm) is inserted along the hinge side of
the door. Core of the door shutter should
be filled with High Density Polyurethane
foam. The Top and Bottom edges of the
shutter are covered with an end-cap of the
size 25mmx11mm. Door shutter shall be
reinforced with special polymeric
reinforcements as per required
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.
9.162 Panelled Providing and fixing 37 mm thick sqm 2242.00
door factory made PVC door shutter, styles
shutter and rails made of PVC hollow section
factory of size 100mmx37mm with wall
made PVC thickness 2mm (±0.2mm), with inbuilt
37 mm bead on one side, styles and rails
mitered cut and joint at the corners by
means of 2 nos. of plastic brackets of

Civil Engineer Fieldwork Expert “SOR” Page 132

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
size 75mm x 220 mm at each corner
and stainless steel screws, reinforcing the
hinge side of style by inserting PVC profile
of size 28mm x 30mm, with wall thickness 2
mm (±0.2mm). Lockrail of size
100mmx37mm, wall thickness 2mm
(+0.2mm) will be fixed to the vertical styles.
Providing with PVC snapfit beads and panel
of size 100mmx20 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.
9.163 Door Providing and Fixing, factory made, metre 362.00
frame PVC PVC door frame made of PVC extruded
size sections of size 75mmx53 mm, having wall
75mmx53 thickness 2.0mm (±0.2mm). Both verticals
mm sides of the frame reinforced with PVC
profile of cross section size 28mm x 30mm
x2mm thickness (± 0.2 mm) and 75mmx200
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 125mm long stainless steel hinges to
frame, fixing the frame with jamb with
required nos. and sizes of anchor dash
fastener, all complete as per manufacturer's
specification and direction of engineer-in-
charge.

9.164 PVC door Providing and fixing 37 mm thick factory sqm 2253.00
shutter made PVC Door shutter, styles and rails made of
PVC hollow extruded printed and laminated
section having overall dimension 115mm x
37mm with wall thickness 2 mm (±0.2mm) 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 28mm x
30mm having wall thickness 2 mm (±0.2mm).
Styles, rails and reinforcements to be fusion
welded together. Only hinge side vertical style to
be reinforced with PVC profile

Civil Engineer Fieldwork Expert “SOR” Page 133

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
reinforcement in full length. Printed and
laminated PVC lock rail of size 110mm x 37mm
having wall thickness 2 mm (±0.2mm) 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 and 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.
9.165 P.V.C. door Providing and fixing factory made P.V.C. door metre 471.00
frame size frame of size 50x47mm with a wall thickness of
50x47mm 5mm, made out of extruded 5mm rigid PVC
wall foam sheet, mitred at corners and joined with 2
thickness Nos. of 150mm long brackets of 15x15mm M.S.
5mm square tube, the vertical door frame profiles to be
reinforced with 19x19mm 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
65/100mm size, complete as per manufacturer's
specification and direction of Engineer-in-
Charge.

9.166 Panelled Providing and fixing factory made 30 mm

PVC door thick PVC door shutter consisting of frame made
shutter out of M.S. tubes of 19 gauge thickness and size
of 19mm x 19mm for styles and 15x15mm for
top and bottom rails. M.S. frame shall have a
coat of steel primers of approved make and
manufacture. M.S. frame covered with 5mm
thick heat moulded PVC 'C' channel of size
30mm thickness, 70mm width out of which
50mm shall be flat and 20mm shall be tapered in
45degree angle on both side forming styles; and
5mm thick, 95mm wide PVC sheet out of which
75mm shall be flat and 20mm shall be tapered in
45 degree on the inner side to form top and
bottom rail and 115mm wide PVC sheet out of
which 75mm shall be flat and 20mm shall be
tapered on both sides to form lock rail. Top,
bottom and lock rails shall be

Civil Engineer Fieldwork Expert “SOR” Page 134

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
provided both side of the panel. 10mm
(5mmx2) thick, 20mm wide cross PVC sheet be
provided as gap insert for top rail and bottom
rail. paneling of 5mm thick both side PVC
sheet to be fitted in the
M.S. frame welded/ sealed to the styles and rails
with 7mm (5mm+2mm) thick x 15mm wide
PVC sheet beading on inner side, and joined
together with solvent cement adhesive. An
additional 5mm thick PVC strip of 20mm 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 and drawing.
9.166.1 Plain PVC Plain PVC door shutters. sqm 2126.00
9.166.2 Pre- Pre laminated PVC door shutters. sqm 2690.00
laminated
PVC

9.167 Door frame Providing and fixing factory made door metre 343.00
(single rebate) frame (single rebate) made out of single piece
extruded solid extruded solid PVC foam profile with
PVC foam homogenous fine cellular structure having
profile smooth outer integral skin having 62 mm width
and 32 mm thickness, frame will be mitred and
Jointed with self driven self tapping screws of
size 38 mm x 4 mm and PVC solvent cement,
including fixing the frame to wall with suitable
dia and length anchor fastener as per
manufacturer’s specification and direction of
Engineer-in-charge.
9.168 Door Providing and fixing factory made 30 mm
shutter(pane thick door shutter made of solid PVC foam
lled) 30mm profile. The styles and rails shall be of size
thick solid 75 mmx30 mm having wall thickness 5 mm. The
PVC foam styles, top and bottom rails shall have one side
profile wall thickness of 15 mm integrally extruded on
the hinge side of the profile for better screw
holding power. The styles and rails shall be
reinforced with
M.S. tubes of size 33 mmx17 mmx 1 mm,
painted with primer, all four corners of
reinforcement to be welded or sealed. Solid PVC
extruded bidding (push fit type) will be set inside
the styles and the rails with a cavity, to receive
single piece extruded 5

Civil Engineer Fieldwork Expert “SOR” Page 135

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
mm PVC sheet as panel. The styles and
rails will be mitred cut and joint with the help of
PVC solvent cement and self driven self tapping
screws. Single piece extruded solid PVC lock rail
of size 100 mm x 30 mm with wall thickness 5
mm and 15 mm integrally extruded in the middle
of the lock rail and fixed with styles with the help
of PVC solvent cement and self driven self
tapping screws of size
100 mmx8 mm complete as per manufacturer's
specifications and direction of Engineer-in-
charge:
9.168.1 Non Non decorative finish. sqm 2126.00
decorative
9.168.2 Decorative Decorative finish (both side wood grained sqm 2532.00
finish).

9.169 Factory Providing and fixing factory made single

made solid extruded WPC(Wood Polymer
wood plastic Composite) solid door/window/ceosetory
composite windows and other frames/chowkhat comprising
(WPC) of virgin polymer of K value 58-60 (Suspension
doorframes 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 S.S. screws
having minimum density of 750 kg/m3 and
screw withdrawal strength of 2200 N (Face) &
900 N (Edge), minimum compressive strength
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/S.S.dash fasteners of required dia and
length complete as per direction of Engineer-in-
Charge. (M.S. hold fast/lugs or S.S. dash
fasteners shall be paid separately)

Civil Engineer Fieldwork Expert “SOR” Page 136

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.169.1 75 mm X 50 Single rebate (75 mm X 50 mm) RM 479.00
mm
9.169.2 100 mm Single rebate (100 mm X50 mm) RM 730.00
X50 mm
9.169.3 125 mm X Single or double rebate (125 mm X 65 RM 943.00
65 mm mm)
9.170 WPC flush Providing and fixing factory made single
door (plain) 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-InCharge.
(Note: stainless steel butt hinges and
necessary S.S screws shall be paid
separately)
9.170.1 24 mm thick 24 mm thick WPC (Wood polymer sqm 2350.00
composite) solid plain flush door shutter
9.170.2 28 mm thick 28 mm thick WPC (Wood polymer sqm 3350.00
composite) solid plain flush door shutter
9.170.3 30 mm thick 30 mm thick WPC (Wood polymer sqm 3893.00
composite) solid plain flush door shutter
9.170.4 35 mm thick 35 mm thick WPC (Wood polymer sqm 4235.00
composite) solid plain flush door shutter

Civil Engineer Fieldwork Expert “SOR” Page 137

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.171 WPC flush Providing and fixing factory made single
door extruded WPC (Wood Polymer
(decorative Composite) solid decorative type flush
type)
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-InCharge. (Note:
stainless steel butt hinges and necessary
S.S screws shall be paid separately)

9.171.1 30 mm thick 30 mm thick WPC (Wood Polymer sqm 3958

Composite) solid decorative type flush
door shutter

9.171.2 35 mm thick 35 mm thick WPC (Wood Polymer sqm 4617

Composite) solid decorative type flush
door shutter

Civil Engineer Fieldwork Expert “SOR” Page 138

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.172 WPC solid Providing and fixing factory made single
board extruded WPC (Wood Polymer Composite) solid
board one side white colour and other side of
board laminated 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)
9.172.1 18 mm thick sqm 2523.65
9.172.2 25 mm thick sqm 3283.95

9.173 WPC solid Providing and fixing factory made single

board for extruded WPC (Wood polymer composite solid
cupboard plain white color board for backing of cupboards
and bathrooms/ 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

Civil Engineer Fieldwork Expert “SOR” Page 139

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
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)
9.173.1 6 mm 6 mm thick sqm 810.00
9.173.2 12 mm 12 mm thick sqm 1400.00
9.174 18 mm thick Providing and fixing factory made 18 mm sqm 2800.00
WPC Jali 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 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) 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 i etardant 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.

Civil Engineer Fieldwork Expert “SOR” Page 140

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.175 Door frame Providing and fixing PVC Door Frame of metre 527.00
PVC single size 50x47mm with a wall thickness of 5
piece mm (±0.2 mm) made out of single piece
extruded extruded PVC profile, with mitred cut
PVC profile joints and joint with 2nos of PVC bracket
of size 190 mm x 100 mm long arms of
cross section size 35x15mm and 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.
9.176 Door 35 mm thick factory made Solid panel PVC
shutter Door shutter made out of single piece
(panelled) extruded soild PVC profiles, 5mm
35mm (±0.2mm) thick, having styles and rails
thick made (except lock rail) of size 95 mmx 35 mm x 5
out of single mm, out of which 75 mm shall be flat and 20
piece mm shall be tapered (on both side), having
extruded one side thickness of 15 mm integrally
soild PVC 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 and rails to be
mitered cut and joint with the help of PVC
solvent cement, self driven self tapping
screws and M.S. rectangular pipes bracket of
size 190 mm x100 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 115 mm x 35 mm x 35 mm,
out of which 95 mm to be flat and 20 mm to
be tapered at both ends, having 15 mm 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 125 mm x11 mm, 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 Engi- incharge.

Civil Engineer Fieldwork Expert “SOR” Page 141

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.176.1 Non Non decorative finish (matt finish). sqm 2137.00
decorative

9.176.2 Decorative Decorative finish (wood grained finish). sqm 2242.00

9.177 PVC rigid Providing and fixing PVC rigid foam sheet sqm 323.00
foam sheet 1mm thick on existing door shutters
1mm thick (bathroom and W.C. doors) using synthetic
on existing
rubber based adhesive.
door
9.178 Door Providing and fixing Fibre Glass metre 545.00
frames fibre Reinforced plastic (FRP) Door Frames of
glass cross-section 90mm x 45mm having single
reinforced
rebate of 32mmx15mm to receive shutter
plastic
(FRP) of 30mm thickness .The laminate shall be
moulded with fire resistant grade
unsaturated polyester resin and chopped
mat .Doorframe laminate shall be 2mm
thick and shall be filled with suitable
wooden block in all the three legs. The
frame shall be covered with fibreglass
from all sides. MS stat shall be provided

9.179 Door shutter Providing and fixing to existing door sqm 2674.00
glass fibre frames. 30 mm thick glass Fibre
reinforced Reinforced Plastic (FRP) panelled door
plastic (FRP)
shutter of required colour and approved
panelled
30mm 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 5mm thick FRP laminate for panels
conforming to IS: 14856 including fixing
to frames.

Civil Engineer Fieldwork Expert “SOR” Page 142

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.180 Existing Providing and fixing door frame FRP sqm 2906.00
door frame 30mm thick fiberglass reinforced Plastic
door frame (F.R.P.) flush door shutter in different plain
FRP 30mm and wood inish made with fire retardant grade
unsaturated polyester resin, moulded to 3mm
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.
9.181 Fibreglass Providing and fixing factory made Fibreglass sqm 4725.00
reinforced Reinforced plastics (F.R.P.) chajja 4mm thick
plastics of required colour, size and design made by
chajja 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 2nos. vertically
and 1nos. horizontally 50x2mm thick M.S. flat
with 12mm in built hole for grouting on the
existing wall along with the 50mm flanges
duly inserted and sealed in the wall complete
in one single piece casted monolithically,
including all necessary fittings . The FRP
Chajja should be manufactured using
unsaturated Polyester resin as per IS: 6746
duly reinforced with fibre glass chopped strand
mat (CSM) as per IS: 11551 complete with
protective Gel coat U/V coating on Top for
complete resistance from the extreme of
temperature, weather and sunlight.

9.182 Door frame Providing and fixing fire resistant door metre 1291.00
fire resistant frame of section 143x57 mm having built in
made out of rebate made out of 16 SWG G.I.sheet (zinc
16 SWG coating not less than 120 gm/sqm) duly filled
G.I.sheet (1 with vermuculite based concrete mix, suitable
hr fire for mounting 60 minutes fire rated door
rating) 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

Civil Engineer Fieldwork Expert “SOR” Page 143

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
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).
9.183 Door Providing and fixing 50 mm thick glazed sqm 5950.00
shutters fire fire resistant door shutters of 60 minutes
resistant fire rating conforming to IS:3614 (Part-II)
made out of
tested and certified as per laboratory
16 SWG
G.I.sheet approved by Engineer-in-charge with
(1 hr fire suitable mounting on door frame,
rating) 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/m2) 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 (panneling to be paid
for separately).
9.184 Door Providing and fixing glazing in fire sqm 28797.00
shutters resistant door shutters, fixed panels,
glazing in ventilators and partitions etc., with G.I.
fire resistant
beading of appropriate size made out of 20
(1 hr fire
rating) SWG G.I.sheet (zinc coating not less than
120 gm/m2), fire resistant sealant,
including applying a coat of approved fire
resistant primer on G.I. beading etc.
complete all as per direction of Engineer-
in-charge. With clear fire resistant glass
panes 6mm thick of approved brand,
having minimum 60 minutes fire
resistance.
9.185 Panic bar / Providing and fixing panic bar / latch Nos. 6291.00
latch (Double point) fitted with a single body,
(double Trim Latch and Lock on back side of the
point) Panic Latch of reputed brand and
manufacture to be approved by the
Engineer- in- charge, all complete.
9.186 Door frame Providing and Fixing factory made UPVC metre 455.00
UPVC size door frame made of UPVC exturded

Civil Engineer Fieldwork Expert “SOR” Page 144

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
65 mmx55 sections, of size 65 mmx55 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
mmx30 mm having wall thickness 2 mm
(±0.2mm), including providing and fixing
3 nos. of 125 mm long stainless steel
hinges to the frame, fixing the frame with
jamb with required number and size of
anchor dash fastners, all complete as per
manufacturer's specification and direction
of Engineer-in-charge.
9.187 UPVC Providing and Fixing, UPVC factory
white made, white colour casement/sliding
opnable window and door made of extruded
casement / profiles. Profiles of frames and sash will be
sliding mitered cut and fusion welded at all
window and corners including drilling of holes for
door fixing hardware and drainage of water etc.,
making arrangement for fixing of
hardware, EPDM gasket, 1.2 ± 0.2mm
thick galvanised steel profile to be inserted
in required profile, frame will be fixed to
the wall with 8 mmx100 mm long
fasteners, all complete as per direction of
Engineer-in-charge. (Glazing, hardware
hinges and fitting etc. to be paid
separately.)
9.187.1 Casement Casement Window (Outward/Inward
window opening) with hinge System.
(outward
openable)
9.187.1.1 Frame Frame (50 mm x 50mm) metre 432.00

9.187.1.2 Sash Sash (Style and Rail) (62 mm x 34 mm) metre 423.00

9.187.1.3 Mullion Mullion (intermediate Section) (66mm x metre

50 mm) 444.00

9.187.1.4 ‘T' Profile ‘T' Profile (one vertical length in between metre 109.00
two shutters) (24mm x 34.5mm)
9.187.1.5 Glazing Glazing bead (12mm x 18mm) metre 140.00
bead

Civil Engineer Fieldwork Expert “SOR” Page 145

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.187.2 Casement Casement Window (With friction hinge
window and outward opening)
(outward
openable)
9.187.2.1 Casement Casement Frame (67mm x 62mm) metre 505.00
Frame
9.187.2.2 Sash/Mullio Casement Window Sash/Mullion (67mm metre 529.00
n x75mm) (style, rail and intermediate
section)
9.187.2.3 Glazing Casement Glazing bead (35mm x 18 mm) metre 188.00
bead
9.187.3 Sliding Sliding Window (Two Track, 2/4 Shutters)
window 2
track
9.187.3.1 Frame Two Track Sliding Frame (67mm x metre
52mm) 586.00
9.187.3.2 Sash Sliding window Sash (60mm x 44mm) metre 589.00
9.187.3.3 Interlock Sliding Interlock for Window (one vertical metre 149.00
length in each shutter)(45.5 mm x 28 mm)
9.187.3.4 Glazing Sliding Glazing bead (35 mm x 18 mm) metre 188.00
bead
9.187.4 Sliding door Sliding Door (Two Track, 2/4 Shutters)
2 track
9.187.4.1 Frame Two Track Sliding Frame (67mm x metre 539.00
52mm)
9.187.4.2 Sash Sliding Door Sash (80mm x 44mm) metre 683.00
9.187.4.3 Interlock Sliding Interlock for Door (one vertical metre 159.00
length in each shutter) (45.5 mm x 28 mm)
9.187.4.4 Glazing Sliding Glazing bead (35 mm x 18 mm) metre 198.00
bead

9.188 Friction Providing and fixing stainless steel (SS-

hinges to 304 grade) friction hinges to the side/ top
the side/ top hung UPVC windows, of approved quality
hung UPVC with necessary stainless steel screws etc. as
windows per direction of Engineer-in-charge.

9.188.1 200 mm 200 x 19 x 1.9 mm each 331.00

9.188.2 250 mm 250 x 19 x 1.9 mm each 379.00

Civil Engineer Fieldwork Expert “SOR” Page 146

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.188.3 300 mm 300 x 19 x 1.9 mm each 462.00
9.188.4 350 mm 350 x 19 x 1.9 mm each 526.00
9.188.5 400 mm 400 x 19 x 1.9 mm each 636.00
9.189 Handle for Providing and fixing casement handle each 214.00
UPVC made of zinc alloyed (white powder
casement coated) for UPVC casement window with
windows necessary screws etc. complete.
9.190 Lock for Providing and fixing zinc alloyed (white each 144.00
UPVC powder coated) touch lock for UPVC
sliding sliding window with necessary screws etc.
window complete.
9.191 Steel roller Providing and fixing steel roller for UPVC each 74.00
for UPVC sliding window with necessary screws etc.
sliding complete.
window
9.192 Steel roller Providing and fixing steel roller for UPVC each 115.00
for UPVC sliding door with necessary screws etc.
sliding door complete.
9.193 Steel Providing and fixing steel (white powder each 137.00
crescent lock coated) crescent lock for UPVC sliding
for UPVC window/ door with necessary screws etc.
sliding complete.
window/
door
9.194 UPVC Providing and fixing factory made UPVC
white white colour casement/casement cum
colour fixed glazed windows comprising of
casement 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

Civil Engineer Fieldwork Expert “SOR” Page 147

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
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)
Note: For UPVC frame, sash and mullion
extruded profiles minus 5% tolerancein
dimension i.e. in depth & width of profile
shall be acceptable. Variation in profile
dimension in higher side shall be
accepted but no extra payment on this
account shall be made.
9.193.1 Single panel Casement window single panel with S.S. sqm 6898.00
upto 0.75 friction hinges (300 x 19 x 1.9 mm), made
sqm of (small series) 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.)
9.193.2 Double Casement window double panels with S.S. sqm 6421.00
panels 0.75 friction hinges (300 x 19 x 1.9 mm) made
sqm upto of (small series) frame 47 x 50 mm, sash
1.50 sqm 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).
9.193.3 Double Casement window double panels with top sqm 4942.00
panels top fixed with S.S. friction hinges (350 x 19 x
fixed upto 1.9 mm) made of (small series) frame 47 x
2.50 sqm 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).
9.193.4 Single panel Casement window single panel with S.S. sqm 6681.00
big series friction hinges (400 x 19 x 1.9 mm) made
of (big 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 /

Civil Engineer Fieldwork Expert “SOR” Page 148

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
double glazing bead of appropriate dimension.
(Area of window above 0.75 sqm.)
9.193.5 Duble panel Casement window duble panel with S.S. sqm 7042.00
big series friction hinges (400 x 19 x 1.9 mm) made of (big
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 1.50 sqm.)
9.193.6 Both and Casement cum fixed panel window having sqm 5390.00
single both and single casement panel, middle fixed
casement panels and at top completely fixed ventilator with
panel S.S. friction hinges (350 x 19 x 1.9 mm) made of
(big series) frame 67 x 60 mm & sash 67 x 80
mm & mullion 67 x 80 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.)

9.194 UPVC Providing and fixing factory made UPVC white

white colour colour fixed glazed windows/ ventilators
fixed glazed comprising of UPVC multi- chambered frame
windows/ve and mullion (where ever required) extruded
ntilators 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-

Civil Engineer Fieldwork Expert “SOR” Page 149

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
Charge. (Single / double glass panes and
silicon sealant shall be paid separately).

Note: - For UPVC frame, sash and mullion

extruede profiles minus 5% tolerance in
dimension i.e. in depth & width of profile shall
be acceptable. Variation in profile dimension in
higher side shall be accepted but no extra
payment on this account shall be made.
9.194.1 Window / Fixed window / ventilator made of (small sqm 4960.00
ventilator series) frame 47 x 50 mm & mullion 47 x 68 mm
both having wall thickness of 1.9 ±
0.2 mm and single glazing bead of appropriate
dimension. (Area upto 0.75 sqm.)

9.195 Casement/ Providing and fixing made UPVC white

casement colour casement/ casement cum fixed glazed door
cum fixed comprising of UPVC multi- chambered frame,
glazed door 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). Note: - For
UPVC frame, sash and mullion extruede profiles
minus 5% tolerance in

Civil Engineer Fieldwork Expert “SOR” Page 150

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
dimension i.e. in depth & width of profile
shall be acceptable. Variation in profile
dimension in higher side shall be accepted but no
extra payment on this account shall be made.
9.195.1 Casement Casement door with 3D hinges made of sqm 7185.00
door with 3D (big series) frame 67 x 64 mm & sash 67 x 110
hinges mm both 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).
9.195.2 Casement Casement door with top hung ventilator sqm 7163.00
door with with 3D and S.S. friction hinges (400 x 19 x 1.9
top hung mm) made of (big series) frame 67 x 64 mm,
ventilator 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).

9.196 UPVC Providing and fixing factory made UPVC white

white colour sliding glazed window upto
colour 1.50 m in height dimension comprising of UPVC
sliding multi-chambered frame with in- built roller track
glazed
and sash extruded profiles duly reinforced with
window
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

Civil Engineer Fieldwork Expert “SOR” Page 151

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
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)
Note: - For UPVC frame, sash and mullion
extruede profiles minus 5% tolerance in
dimension i.e. in depth & width of profile
shall be acceptable. Variation in profile
dimension in higher side shall be accepted
but no extra payment on this account shall
be made.
9.196.1 Two track Two track two panels sliding window sqm 5160.00
two panels made of frame 52 x 44 mm &sash 32 x 60
sliding mm both having wall thickness of 1.9 ± 0.2
window mm and single glazing bead of appropriate
dimension. (Area of window upto 1.75
sqm)
9.196.2 Three track Three track three panels sliding window sqm 6980.00
three panels with fly proof SS wire mesh (Two nos.
sliding glazed & one no. wire mesh panels) made
window of frame 92 x 44 mm & sash 32 x 60 mm
with fly both having wall thickness of 1.9 ±0.2 mm
proof SS and single glazing bead of appropriate
wire mesh dimension (Area of window upto 1.75
sqm).
9.196.3 Two track Two track two panels sliding window sqm 5234.00
two panels made of frame 67 x 50 mm & sash 46 x 62
sliding mm both having wall thickness of 2.3 ± 0.2
window mm and single glazing bead / double
made of glazing bead of appropriate dimension
(Area of window above 1.75 sqm upto
(big series)
2.50 sqm).
9.196.4 Three track Three track three panels sliding window sqm 6471.00
three panels with fly proof S.S wire mesh (Two nos.
sliding glazed & one no. wire mesh panels) made
window of frame 116 x 45 mm & sash 46 x 62 mm
with fly both having wall thickness of 2.3 ± 0.2 mm
proof S.S and single glazing bead/double glazing
wire mesh bead of appropriate dimension. (Area of
(big series) window above 1.75 sqm).

Civil Engineer Fieldwork Expert “SOR” Page 152

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.196.5 Three track Three track three panels sliding window sqm 6013.00
three panels made of frame 116 x 45 mm & sash 46 x
sliding 62 mm both having wall thickness of 2.3 ±
window made 0.2 mm and single glazing bead / double
of (big series) glazing bead of appropriate dimension.
(Area of window above 1.75 sqm)
9.197 UPVC Providing and fixing factory made UPVC
white white colour sliding glazed window above
colour 1.50 m in height dimension comprising of
sliding UPVC multi-chambered frame with in-built
glazed roller track and sash extruded profiles duly
window 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).
Note: - For UPVC frame, sash and mullion
extruede profiles minus 5% tolerance in
dimension i.e. in depth & width of profile
shall be acceptable. Variation in profile
dimension in higher side shall be accepted
but no extra payment on this account shall
be made.

Civil Engineer Fieldwork Expert “SOR” Page 153

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.197.1 Two track Two track two panels sliding window made of sqm 4432.00
two panels frame 67 x 50 mm & sash 46 x 62 mm both
sliding having wall thickness of 2.3 ± 0.2 mm and
window made single glazing bead / double glazing bead of
of (big series) appropriate dimension. (Area of window
above 2.50 sqm upto
4.00 sqm).
9.197.2 Two track Two track four panels sliding window made of sqm 3632.00
four panels frame 67 x 50 mm & sash 46 x 62 mm both
sliding having wall thickness of 2.3 ± 0.2 mm and
window made single glazing bead / double glazing bead of
of (big series) appropriate dimension. (Area of window
above 4.00 sqm upto
8.00 sqm).
9.198 UPVC Providing and fixing factory made UPVC
white colour white colour sliding glazed door comprising of
sliding UPVC multi-chambered frame with in-built
glazed door 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,

Civil Engineer Fieldwork Expert “SOR” Page 154

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
wire mesh and silicon sealent shall be paid
separately).
Note: - For UPVC frame and sash
extruded profiles minus 5% tolerance in
dimension i.e. in depth & width of profile
shall be acceptable. Variation in profile
dimension in higher side shall be accepted
but no extra payment on this account shall
be made.
9.198.1 Two track Two track two panels sliding door made of sqm 3876.00
two panels frame 67 x 50 mm & sash 46 x 82 mm
sliding door
both having wall thickness of 2.3 ± 0.2 mm
made of
(big series and single glazing bead / double glazing
bead of appropriate dimension. (Area of
door above 2.00 sqm upto 10.00 sqm).
9.198.2 Two track Two track four panels sliding door made of sqm 3910.00
four panels frame 67 x 50 mm & sash 46 x 82 mm
sliding door
both having wall thickness of 2.3 ± 0.2 mm
made of
(big series) and single glazing bead / double glazing
bead of appropriate dimension. (Area of
door above 8.00 sqm upto10.00 sqm).
9.198.3 Three track Three track three panels sliding door made sqm 4561.00
three panels of frame 116 x 45 mm & sash 46 x 82 mm
sliding door
both having wall thickness of 2.3 ± 0.2 mm
made of (big
series) and single glazing bead/ double glazing
bead of appropriate dimension. (Area of
door above 5.00 sqm)
9.198.4 Three track Three track three panels sliding door with sqm 5717.00
three panels fly proof S.S wire mesh (Two nos. glazed
sliding door
& one no. wire mesh panels) made of
with fly
proof S.S frame 116 x 45 mm & sash 46 x 82 mm
wire mesh 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)
9.199 Door Providing and fixing 30mm thick factory sqm 4008.00
shutter made solid panel prelaminated PVC
solid panel
internal door shutter consisting of frame
pre-
laminated made out of M.S. tubes of 19 gauge
PVC thickness and size of 40mm x 20mm for

Civil Engineer Fieldwork Expert “SOR” Page 155

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
styles top, lock and bottom rails. M.S.
frame shall have a coat of steel primers of
approved make and manufacture.
M.S. frame shall be covered with 5mm
thick prelaminated heat moulded PVC 'C'
channel of size 30mmx100mm forming
stiles and 5mm thick prelaminated 125mm
wide PVC sheets for top rail, lock rail and
bottom rail on eigher side of panel and
15mm (5mmx3) thick, 20mm wide cross
PVC sheet as gap insert for top and bottom
rail. Panelling of 10mm thick prelaminated
PVC sheet to be fitted in the M.S. Frame
welded/sealed to the stiles and rails with
30mm wideX5mm thick prelaminated
PVC sheet beading on eigher side and
additional 30mm wide PVC beading as gap
insert below top and bottom rail joined
together using solvent cement adhesive.
An additional 5mm thick Prelaminated
PVC strip of 20mm width is to be stuck on
the interior side of the ‘C’ channel using
PVC solvent cement adhesive etc.
complete as per direction of Engineer-in-
charge. Manufacturer’s specification and
drawing. 30 mm thick pre laminated PVC
door shutters.
9.200 Factory Providing and fixing factory made integral
made PVC flush door shutter made from rigid
integral PVC foam sheet (Single Extruded) with
PVC flush density not less than 600 kg/cum,
door shutter conforming to IS: 2380 part 14 for screw
holding strength with Celluka finish
surfaces on both sides at the
manufacturing process itself,
manufactured by an ISO : 9001 -2000
certified company.
9.200.1 24 to 25 24 to 25 mm thick plain solid PVC flush sqm 2350.00
mm door shutter
9.200.2 28 to 30 28 to 30 mm thick plain solid PVC flush sqm 3329.00
mm door shutter
9.201 Laminated Providing and fixing factory made pre
solid PVC laminated solid PVC flush door shutters 28
flush door to 30 mm thick made from co-extruded
co-extruded

Civil Engineer Fieldwork Expert “SOR” Page 156

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
three layer three layer rigid PVC foam sheet with density
rigid PVC not less than 600 kg/cum, conforming to IS:
foam sheet 2380 part 14, for screw
holding strength and outer layers laminated
on both sides by laminated sheet with density
not less than 1400 kg/cum, lamination shall be
at the manufacturing process itself and
manufactured by an ISO: 9001-2000 certified
company.
9.201.1 1mm thick 1mm thick laminated sheet sqm 3893.00
lamination
9.201.2 0.12 mm 0.12 mm thick laminated sheet sqm 3661.00
thick
lamination
9.202 Laminated Providing and fixing ISI marked factory
flush door made flush door shutters conforming to IS:
shutters core 2202(Part-I) laminated type, core of block
of block board construction with kiln seasoned and
board chemically treated 2nd class hard wood battens
construction (strips) and frame of kiln seasoned and
frame of chemically treated, finger jointed 1st class hard
finger wood of width not less than 65mm for style,
jointed 1st top rail, bottom rail and 125mm for lock rail.
class hard Block board shall be provided with well
wood matched 3mm thick commercial 3ply
veneering consisting of vertical grains, cross
bands and commercial grade face veneers on
both outer faces of shutters including kiln
seasoned and chemically treated, finger jointed
2nd class teakwood internal lipping battens
fixed in jointed 2nd class teakwood internal
ipping (battens) fixed in factory by using
peneumatic gun, of depth not less than 25 mm
on all edges of shutters. Spacing of finger
joints in wood as above shall not be less than
50cm. Both surfaces of shutters to be provided
with 1.00 mm thick decorative high pressure
laminated sheet on plain/ wood grain in
gloss/matt/suede finsh with high density
protective surface. Adhesive on revers side of
lamination sheet shall be as per IS: 2046 type S
of approved (opening) withing frame of
door/cupboards and shall be stamped by the
manufacturer to display name of manufacturer,
batch number of

Civil Engineer Fieldwork Expert “SOR” Page 157

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
product and conformity with IS: 2202. The
rate shall be inclusive of all material and
labour complete and as per specification and
dirction of Engineer-in-Charge.
9.202.1 35mm 4 35mm thick including 4 nos. 100mm long, sqm 3439.00
hinges ISI marked heavy weight (2.5mm thick)
Stainless steel butt hinges with necessary
screws.
9.202.2 35mm 3 35mm thick including 3 nos. 100mm long, sqm 3271.00
hinges ISI marked heavy weight (2.5mm thick)
Stainless steel butt hinges with necessary
screws.
9.202.3 25mm 3 25mm thick (for cupboard) including 3 nos. sqm 3105.00
hinges 75mm long, ISI marked heavy weight (2.5mm
(cupboard) thick) nickel plated bright finished
M.S. piano hinges with necessary screws.
9.203 Flush door Providing and fixing ISI marked factory
non made flush door shutters conforming to IS:
decorative 2202(Part-I) non decorative type, core of block
board construction with kiln seasoned and
type, core of
chemically treated 2nd class hard wood battens
block board (strips) and frame of kiln seasoned and
frame of chemically treated, finger jointed 1st class hard
finger wood of width not less than 65mm for style,
jointed 1st top rail, bottom rail and 125mm for lock rail.
class hard Block board shall be provided with well
wood matched 3mm thick commercial 3ply
veneering consisting of vertical grains, cross
bands and commercial grade face veneers on
both outer faces of shutters including kiln
seasoned and chemically treated, finger jointed
2nd class teak wood external lipping (battens)
fixed in factory by using peneumatic gun, of
depth not less than 25 mm on all edges of
shutters including all material and labour
complete as per specification and direction of
engineer-in- charge. Spacing of finger joints in
wood as above shall not be less than 50cm.
Each shutter shall be factory made to the exact
opening size within frame of doors/cupboards
and shall be stamped by the manufacturer to
display name of manufacturer, batch number
of product and confirmity with IS:2202.
9.203.1 35mm 35mm thick including 4 nos. 100mm long, ISI sqm 2053.00
marked heavy weight (2.5mm thick) Stainless
steel butt hinges with necessary.

Civil Engineer Fieldwork Expert “SOR” Page 158

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.203.2 30mm 30mm thick including 3 nos. 100mm long, sqm 1872.00
ISI marked heavy weight (2.5mm thick)
Stainless steel butt hinges with necessary
screws.
9.203.3 25mm 25mm thick including 3 nos. 100mm long, sqm 1732.00
ISI marked heavy weight (2.5mm thick)
Stainless steel butt hinges with necessary
screws.
9.204 Deduct for Deduct for not providing 2nd class teak sqm 451.00
not provi - wood batten lipping in factory made shutters
ding 2nd i.e. item no 9.193 and 9.194.
class teak
wood atten
lipping

Civil Engineer Fieldwork Expert “SOR” Page 159

 Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.205 Acrylic Providing & fixing acrylic solid surface in
solid thickness 4/6/12 mm of approved colour
made out of non-porous surfacing material
surface
homogeneously composed of ± 1/3 acrylic
resin (also known as PolyMethyl
Methacrylate -PMMA), and ± 2/3
Aluminium Trihydrate (ATH). The sheet
size should be 2.44 mts X 0.76 mts. The
material should have been manufactured by
using high-tech and computerized controlled
processes divided into various units such as
mixing of raw materials, casting process on
4th generation steel belt (double belt)
production technology with online quality
testing process. The material should
conform to National Science Foundation
(NSF), Society General Surveillance (SGS),
Green Guard, Korea Testing & Research
Institute (KTRI), Central Institute of plastics
Engineering &v FCWS) norms. The
installation should be done as per the
Standard Operating Procedure (SOP) &
finished installation should be supported
with conformation card issued by the
company Technology (CIPET) teng standard
and Fabricatrion Components Warranty
System (with installation photographs.
Suggested base substrates are water proof
plywood of minimum 10-12 mm thickness,
finished kota stone, fully levelled plastered
wall or any hard Substrate which prevents
water & moisture seepage through it. Cost of
substrate to be paid seperatly. The solid
surface sheet should be applied on the
substrate with natural silicon sealant, water
clear polyurethane sealant, PVC fixit, or
other material depending upon application /
usage of solid surface sheet.

Civil Engineer Fieldwork Expert “SOR” Page 160

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
Final finish must be obtained as per FCWS
process and norms. Thermoforming
(banding) process must be as per standard
FCWS guidelines and fabrication manual. The
joint / groove between sheets should be filled
with “Solid Surface Adhesive" with same
shade of sheet, manufactured by the same
manufacturer. NO extra shall be paid for joint
adhesive, silicon or related accessories and for
transportation. Item should cover 5 years,
commercial warranty of product as per FCWS
norms. The product should be UV protected for
exterior applications & LGA hyginene tested
anti bacterial for health care application areas.
Area of application are Table Tops, Exterior
facade cladding, health care areas like modular
operation theater hospital scrubs, wash basins,
partition & paneling, laboratory commercial
show room, hotels, office & residential areas.
9.205.1 Snow white Acrylic Solid Surface sheet – Glacier white
designer white
9.205.1.1 6.0 mm 6 mm thick sheet sqm 6020.00
9.205.1.2 12.0 mm 12 mm thick sheet sqm 7312.00
9.205.2 Any Solid Acrylic Solid Surface sheet - Any Solid
colours colours/Hospital use Medi Blue
9.205.2.1 6.0 mm 6 mm thick sheet sqm 6712.00
9.205.2.2 12.0 mm 12 mm thick sheet sqm 8926.00
9.205.3 Any Solid Acrylic Solid Surface sheet - Any other
colours
9.205.3.1 6.0 mm 6 mm thick sheet sqm 7850.00
9.205.3.2 12.0 mm 12 mm thick sheet sqm 9990.00

9.206 Wall Providing and fixing of 8 mm thick non sqm 1769.00

cladding/ asbestos multipurpose board reinforced with
façade with cellulose fibers for wall cladding will consist
8 mm thick of following operations:
decorative 1. Fixing of a layer of 6mm Moisture/fire
non Resistance Heavy Duty fibre cement Boards
asbestos (High Pressure Steam Cured) Type

Civil Engineer Fieldwork Expert “SOR” Page 161

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
fiber A,Category 4 conforming to IS 14862:2000,
cement fixed over steel framework of Aluminium/GI
board section/MS Section.The Aluminium section /GI
section/MS Section of minimum SHS 50mm x
25mm x 2.6mm thick.the Main vertical members
are placed @ 610mm c/c and secured to the
existing wall, floor and soffit with the help of
MS/Aluminium cleat fixed @ 610mm c/c
vertically.The main member should be fixed
horizontally @ 1220mm c/c. with the help of
25mm self drilling, self tapping Fibre Cement
Screws.
2. Fixing of 8mm thick pre-painted, self-
embossed, reinforced cement board Type
B,Category 3 conforming to IS 14862:2000 , of
size 3000 mm x 150mm in overlap (maximum 25
mm) or groove manner (the grooves are to be
sealed with any exterior grade sealant) over
above mentioned 6 mm heavy duty fibre cement
board with the help of 25mm self drilling, self
tapping Fibre Cement screws @ 300mm c/c. All
external corners are to be protected with the use
of suitable corner profile of GI or PVC. All
above operation is to be done in order and as
directed by Engineer-in-Charge.
(frame work to be paid separately).

9.207 HDF veneer Providing and fixing IS marked factory made

decorative veneer High Density Fibre (HDF) flush door
pine wood shutters conformity to IS: 15380(2003), eco-
flush door: friendly, termite resistant, borer free, anti
warping phenol formaldehyde (PF), decorative
designe moulded or plain construction with kiln
seasoned chemically treated 1st class pine wood
frame 65 mm style rails, top rail, bottom rail and
125 mm for lock rail, particle board shall be used
as a core material between the style and rail 3mm
thick HDF ply fixed on face and at back side in
facing using PF ply pasting glue, having density
between 1000-1200 Kg/m3. Each shutter shall be
factory made to the

Civil Engineer Fieldwork Expert “SOR” Page 162

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
exact opening size within frame of
door/capboards and shall be stamped &
hologramed Test report by the manufacturer
displaying name and batch number of product
and conformity with IS:15380(2003) shall be
produced. The rate shall be inclusive of all
material and labour complete as per
specifications and direction of engineer-in-
charge. Material supply company’ gujcon,
century, green shall be registered by Bureau of
Indian Standards, Member of Indian Green
Building Council, ISO 9001, ISO 14001
(Environment management system), National
small industries
corporation(NSIC), SME Rating Agency of
Indian Ltd.(SMERA), Dun and Bradstreet
(D&B).
9.207.1 35 mm 35 mm thick including 4 nos 100 mm long ISI sqm 3466.00
marked heavy weight (2.5 mm thick) Stainless
Steel butt hinges with necessary screws.
9.207.2 30 mm 30 mm thick including 3 nos 100 mm long ISI sqm 3368.00
marked heavy weight (2.5 mm thick) Stainless
Steel butt hinges with necessary screws.
9.207.3 25 mm 25 mm thick ISI marked heavy weight nickel sqm 3156.00
plated bright finished M.S. piano hinges with
screws.

Civil Engineer Fieldwork Expert “SOR” Page 163

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.208 HDF non Providing and fixing IS marked factory made
decorative veneer High Density Fibre (HDF) flush door
pine wood shutters conformity to IS:15380(2003), eco-
flush door friendly, termite resistant borer free, anti
with primer
warping phenol formaldehyde (PF), non
decorative designe moulded or plain
construction with kiln seasoned chemically
treated 1st class pine wood frame 65 mm style
rails, top rail, bottom rail and 125 mm for lock
rail, particle board shall be used as a core
material between the style and rail 3mm thick
HDF ply fixed on face and at back side in
facing using PF ply pasting glue, having
density between 1000-1200 Kg/m3. Each
shutter shall be factory made to the exact
opening size within frame of door and shall be
stamped & hologramed and Test report by the
manufacturer displaying name and batch
number of product and conformity with
IS:15380(2003) shall be produced. The rate
shall be inclusive of all material and labor
complete as per specifications and direction of
engineer-in- charge. Material supply company
shall be registered by Bureau of Indian
Standards, Member of Indian Green Building
Council, ISO 9001, ISO 14001 (Environment
management system), National small industries
corporation(NSIC), SME Rating Agency of
Indian Ltd.(SMERA), Dun and Bradstreet
(D&B).
9.208.1 35 mm 35 mm thick including 4 nos 100 mm long ISI sqm 2275.00
marked heavy weight (2.5 mm thick) Stainless
Steel butt hinges with necessary screws.
9.208.2 30 mm 30 mm thick including 3 nos 100 mm long sqm 2175.00
ISI marked heavy weight (2.5 mm thick)
Stainless Steel butt hinges with necessary
screws

Civil Engineer Fieldwork Expert “SOR” Page 164

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.208.3 25 mm 25 mm thick ISI marked heavy weight sqm 1995.00
nickel plated bright finished M.S. piano hinges
with screws.
9.209 HDF non Providing and fixing IS marked factory
decorative made High Density Fibre (HDF) flush door
pine wood shutters conformity to IS:15380(2003), eco-
panel door friendly, termite resistant borer free, anti
with warping phenol formaldehyde (PF), 2 and 4
glass/wirem Panel designe moulded or plain construction
esh and with kiln seasoned chemically treated 1st class
primer pine wood frame 100 mm style rails, top rail,
bottom rail and 125 mm for lock rail, particle
board shall be used as a core material between
the style and rail 3mm thick HDF ply fixed on
face and at back side in facing using PF ply
pasting glue, having density between 1000-
1200 Kg/m3. SS grade 304 wire gouge dia
0.5mm and average width of aperture 1.4mm
in both directions for door. Each shutter shall
be factory made to the exact opening size
within frame of door and shall be stamped &
hologramed Test report by the manufacturer
displaying name and batch number of product
and conformity with IS:15380(2003) shall be
produced. The rate shall be inclusive of all
material and labour complete as per
specifications and direction of engineer-in-
charge. Material supply company shall be
registered by Bureau of Indian Standards,
Member of Indian Green Building Council,
ISO 9001, ISO 14001 (Environment
management system), National small industries
corporation(NSIC), SME Rating Agency of
Indian Ltd.(SMERA), Dun and Bradstreet
(D&B).
9.209.1 35 mm 35 mm thick including 4 nos 100 mm long sqm 3989.00
ISI marked heavy weight (2.5 mm thick)
Stainless Steel butt hinges with necessary
screws.
9.209.2 30 mm 30 mm thick including 3 nos 100 mm long sqm 3693.00
ISI marked heavy weight (2.5 mm thick)
Stainless Steel butt hinges with necessary
screws.

Civil Engineer Fieldwork Expert “SOR” Page 165

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.210 HDF HDF decorative prelaminated pine wood
decorative panel door with glass / wiremash:-
pre- Providing and fixing IS marked factory
laminated made veneer High Density Fibre (HDF)
pipe wood flush door shutters conformity to
door glass / IS:15380(2003), eco-friendly, termite
wiremash resistant borer free, anti warping phenol
formaldehyde (PF), decorative designe
moulded or plain construction with kiln
seasoned chemically treated 1st class pine
wood frame 100 mm style rails, top rail,
bottom rail and 125 mm for lock rail,
particle board shall be used as a core
material between the style and rail 3mm
thick HDF ply fixed on face and at back
side in facing using PF ply pasting glue,
having density between 1000-1200
Kg/m3complete without any coating on
finish product. Each shutter shall be
factory made to the exact opening size
within frame of door and shall be stamped
& hologramed and Test report by the
manufacturer displaying name batch
number of product and conformity with
IS:15380(2003) shall be produced. The
rate shall be inclusive of all material and
labour complete as per specifications and
direction of engineer-in-charge. Material
supply company shall be registered by
Bureau of Indian Standards, Member of
Indian Green Building Council, ISO 9001,
ISO 14001 (Environment management
system), National small industries
corporation(NSIC), SME Rating Agency
of Indian Ltd.(SMERA), Dun and
Bradstreet (D&B).

9.210.1 35 mm 35 mm thick including 4 nos 100 mm long sqm 4583.00

ISI marked heavy weight (2.5 mm thick)
Stainless Steel butt hinges with necessary
screws.
9.210.2 30 mm 30 mm thick including 3 nos 100 mm long sqm 4369.00
ISI marked heavy weight (2.5 mm thick)
Stainless Steel butt hinges with necessary
screws.

Civil Engineer Fieldwork Expert “SOR” Page 166

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.211 HDF Providing and fixing IS marked factory
decorative made veneer High Density Fibre (HDF) flush
pre- door shutters conformity to IS:15380(2003),
laminated eco-friendly, termite resistant borer free, anti
pipe wood warping phenol formaldehyde (PF), decorative
decorative designe moulded or plain construction with
flush door kiln seasoned chemically treated 1st class pine
wood frame 65 mm style rails, top rail, bottom
rail and 125 mm for lock rail, particle board
shall be used as a core material between the
style and rail 3mm thick HDF ply fixed on face
and at back side in facing using PF ply pasting
glue, having density between 1000-1200
Kg/m3complete without any coating on finish
product. Each shutter shall be factory made to
the exact opening size within frame of door
and shall be stamped & hologramed Test
report by the manufacturer displaying name
and batch number of product and conformity
with IS:15380(2003) shall be produced. The
rate shall be inclusive of all material and
labour complete as per specifications and
direction of engineer-in-charge. Material
supply company shall be registered by Bureau
of Indian Standards, Member of Indian Green
Building Council, ISO 9001, ISO 14001
(Environment management system), National
small industries corporation(NSIC), SME
Rating Agency of Indian Ltd.(SMERA), Dun
and Bradstreet (D&B).
9.211.1 35 mm 35 mm thick including 4 nos 100 mm long ISI sqm 4450.00
marked heavy weight (2.5 mm thick) Stainless
Steel butt hinges with necessary
screws.
9.211.2 32 mm 32 mm thick including 3 nos 100 mm long ISI sqm 4250.00
marked heavy weight (2.5 mm thick) Stainless
Steel butt hinges with necessary
screws.
9.211.3 25 mm 25 mm thick ISI marked heavy weight nickel sqm 3990.00
plated bright finished M.S. piano
hinges with screws.
9.212 Non Non Decorative Pine Wood Flush Door:-
decorative Providing and fixing ISI marked factory

Civil Engineer Fieldwork Expert “SOR” Page 167

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
pine wood made flush door shutters conforming to IS:
flush door 2202 (Part I) non decorative type, core of
block board construction with kiln seasoned
and chemically treated 1st class pine wood
battens (strips) and frame of kiln seasoned and
chemically treated, finger jointed 1st class pine
wood of width not less than 65mm for style,
top rail, bottom rail and 125mm for lock rail.
Block board shall be provided with well
matched 3mm thick commercial 3 ply
veneering consisting of vertical grains, cross
bands and commercial grade face veneers on
both outer faces of shutters including kiln
seasoned and chemically treated, finger jointed
all material and labour complete as per
specification and direction of engineer- in-
charge. Spacing of finger joints in wood as
above shall not be less than 50 cm. Each
shutter shall be factory made to the exact
opening size within frame of doors/ cupboards
and shall be stamped by the manufacturer to
display name of manufacturer, batch number
of product and
conformity with IS:2202.
9.212.1 35 mm 35 mm thick including 4 nos. 100 mm sqm 2875.00
long, ISI marked heavy weight (2.5mm thick)
Stainless Steel butt hinges with necessary
screws.
9.212.2 30 mm 30 mm thick including 3 nos. 100 mm sqm 2775.00
long, ISI marked heavy weight (2.5mm thick)
Stainless Steel butt hinges with necessary
screws.
9.212.3 25mm 25mm thick (for cupboard) including 3 nos. 75 sqm 2675.00
mm long, ISI marked heavy weight (2.5mm
thick) nickel plated bright finished M.S. piano
hinges with necessary screws.
9.213 Laminated Providing and fixing ISI marked factory made
pine wood flush door shutters conforming to IS: 2202
flush door (Part I) laminated type, core of block board
construction with kiln seasoned and chemically
treated 1st class pine wood battens (strips) and
frame of kiln seasoned and chemically treated,
finger jointed 1st class pine wood of width not
less than 65mm for style, top rail, bottom rail
and 125mm for lock rail. Block board shall be
provided with well matched 3mm thick

Civil Engineer Fieldwork Expert “SOR” Page 168

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
commercial 3 ply veneering consisting of
vertical grains, cross bands and commercial
grade face veneers on both outer faces of shutters
including kiln seasoned and chemically treated,
finger jointed. Spacing of finger joints in wood as
above shall not be less than 50 cm. Both surfaces
of shutters to be provided with 1.00mm thick
decorative high pressure laminated sheet on
plain/wood grain in gloss/matt/suede finish with
high density protective surface layer of make
thereby not requiring polish, putty or painting
work. Adhesive on reverse side of lamination
sheet shall be as per IS: 2046 type S of approved
quality. Each shutter shall be factory made to the
exact size (opening) within frame of doors/
cupboards and shall be stamped by the
manufacturer to display name of manufacturer,
batch number of product and conformity with
IS:2202. The rate shall be inclusive of all
material and labour complete and as per
specification and direction of engineer-in-
charge.
9.213.1 35 mm 35 mm thick including 4 nos. 100 mm long, ISI sqm 2875.00
marked heavy weight (2.5mm thick) Stainless
Steel butt hinges with necessary
screws.
9.213.2 30mm 30 mm thick including 3 nos. 100 mm long, sqm 2875.00
ISI marked heavy weight (2.5mm thick) Stainless
Steel butt hinges with necessary
screws.
9.213.3 25mm 25mm thick (for cupboard) including 3 nos. 75 sqm 2875.00
mm long, ISI marked heavy weight (2.5mm
thick) nickel plated bright finished M.S. piano
hinges with necessary screws.
9.214 Laminated Providing and fixing ISI marked factory made
pine wood flush door shutters conforming to IS: 2202 (Part
flush door I) laminated type, core of block board
construction with kiln seasoned and chemically
treated 1st class pine wood battens (strips) and
frame of kiln seasoned and chemically treated,
finger jointed 1st class pine wood of width not
less than 65mm for style, top rail, bottom rail and
125mm for lock rail. Block board shall be
provided with well matched 3mm thick
commercial 3 ply veneering consisting of vertical
grains, cross bands and commercial grade face
veneers on both outer faces of shutters including
kiln seasoned and chemically treated, finger
jointed. Spacing of finger joints in wood as above
shall not be less than 50 cm. Both surfaces of
shutters to be provided with 1.00mm thick
decorative high pressure laminated sheet on
plain/wood grain

Civil Engineer Fieldwork Expert “SOR” Page 169

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
in gloss/matt/suede finish with high density
protective surface layer thereby not requiring
polish, putty or painting work. Adhesive on
reverse side of lamination sheet shall be as per
IS: 2046 type S of approved quality. Each shutter
shall be factory made to the exact size (opening)
within frame of doors/ cupboards and shall be
stamped by the manufacturer to display name of
manufacturer, batch number of product and
conformity with IS:2202.
The rate shall be inclusive of all material and
labour complete and as per specification and
direction of engineer-in-charge.
9.214.1 35 mm thick 35 mm thick including 4 nos. 100 mm long, ISI sqm 3850.00
marked heavy weight (2.5mm thick) Stainless
Steel butt hinges with necessary
screws.
9.214.2 30 mm thick 30 mm thick including 3 nos. 100 mm long, sqm 3650.00
ISI marked heavy weight (2.5mm thick) Stainless
Steel butt hinges with necessary
screws.
9.214.3 25mm thick 25mm thick (for cupboard) including 3 nos. 75 sqm 3550.00
mm long ISI marked heavy weight (2.5mm thick)
nickel plated bright finished M.S. piano hinges
with necessary screws.
9.215 Veneer Providing and fixing ISI marked factory made
decorative flush door shutters conforming to IS: 2202 (Part
pine wood I) veneer decorative type, core of block board
flash door construction with kiln seasoned and chemically
treated 1st class pine wood battens (strips) and
frame of kiln seasoned and chemically treated,
finger jointed 1st class pine wood of width not
less than 65mm for style, top rail, bottom rail and
125mm for lock rail. Block board shall be
provided with well matched 3mm thick
commercial 3 ply veneering consisting of vertical
grains, cross bands and commercial grade face
veneers on both outer faces of shutters including
kiln seasoned and chemically treated, finger
jointed all material and labour complete as per
specification and direction of engineer-in-
charge. Spacing of finger joints in wood as above
shall not be less than 50 cm. Each shutter shall be
factory made to the exact opening size within
frame of doors/ cupboards and shall be stamped
by the manufacturer to display name of
manufacturer, batch number of product and
conformity with IS:2202.
9.215.1 35 mm thick 35 mm thick including 4 nos. 100 mm long, sqm 3221.00
ISI marked heavy weight (2.5mm thick) Stainless
Steel butt hinges with necessary
screws.

Civil Engineer Fieldwork Expert “SOR” Page 170

Item Sub Item Name Description Unit Rate
No. Item No. (In Rs.)
1 2 3 4 5 6
9.215.2 30 mm thick 30 mm thick including 3 nos. 100 mm long, sqm 3221.00
ISI marked heavy weight (2.5mm thick)
Stainless Steel butt hinges with necessary
screws.
9.215.3 25mm thick 25mm thick (for cupboard) including 3 nos. 75 sqm 2991.00
mm long, ISI marked heavy weight (2.5mm
thick) nickel plated bright finished M.S. piano
hinges with necessary screws.
9.216 UPVC Providing and fixing factory made solid Foam metre 258.00
kitchen uPVC profile for kitchen cabinet frame (45 x
cabinet 20 mm) of approved shade, quality and make.
frame 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 Fastne with necesary stainless
steel screws, all complete as per direction of
Engineer-in-charge.
9.217 UPVC Providing and fixing factory made Kitchen sqm 2942.00
kitchen Cabinet Shutter/Partition 20 mm nominal
cabinet thickness of approved shade, quality and make,
shutter/ made from rigid foam sheets (Single extruded)
partition 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.

Civil Engineer Fieldwork Expert “SOR” Page 171

 CHAPTER – 10.0

Schedule of Rates
For
Steel Work

Civil Engineer Fieldwork Expert “SOR” Page 172

 LIST OF BUREAU OF INDIAN STANDARD CODES

S.No. I.S. No. Subject

1 IS 63 Whiting for paints and putty
2 IS 198 Varnish gold size
3 IS 228 Structural steel (Standard quality)
4 IS 277 Specification for galvanized steel sheets (Plain and corrugated)
5 IS 800 Code of practice for use of structural steel in general in steel
construction
6 IS 806 Code of practice for use of steel Tubes in general building
construction
7. IS 808 Dimensions for Hot rolled steel beams, columns, channel
and angle sections
8. IS 812 Glossary of terms relating to welding and cutting metals
9. IS 813 Scheme of symbols for welding
10 IS 814 Covered electrodes for manual metal arc welding of carbon
and carbon manganese steel
11 IS 816 Code of practice for use of metal arc welding for general
construction in mild steel
12 IS 817 Code of practice for training and testing of metal arc welders
13 IS 818 Code of practice for safety and healthy requirements in
electric and gas welding and cutting operations
14 IS 822 Code of procedure for inspection of welds
15 IS 823 Manual for metal arc welding in mild steel
16 IS 1038 Steel doors, windows and ventilators
17 IS 1081 Code of practice for fixing and glazing of metal (Steel and
aluminium) doors, windows and ventilators
18 IS 1148 Hot rolled steel rivet bars (upto 40 mm diameters) for structural
purposes
19 IS 1161 Steel tubes for structural purposes
20 IS 1182 Recommended practice for radiographic examination of fusion
welded butt joints in steel plates
21 IS 1200 (Part-VIII) Method of measurements of steel work and iron works
22 IS 1363 Part I Hexagon head bolts, screws, and nuts of product grade C
(Hexagon Head bolt)

Civil Engineer Fieldwork Expert “SOR” Page 173

 LIST OF BUREAU OF INDIAN STANDARD CODES

23 IS 1363 (Part-II) Hexagon Head Bolts, screws and nuts of product Grade ‘C’
24 IS 1363 (Part-III) Hexagon Head Bolts, screws and Nuts of product grade ‘C’
25 IS 1367 Technical supply conditions for threaded steel fasteners
26 IS 1599 Method for bend test
27 IS 1608 Metallic materials - Tensile Testing at Ambient Temperature.
28 IS 1821 Dimensions for clearance holes for bolts and screws
29 IS 1852 Rolling and cutting tolerance for hot rolled steel products
30 IS 1894 Method for tensile testing of steel tubes
31 IS 1977 Structural steel (ordinary quality)
32 IS 2062 Hot Rolled low, medium and high tensile structural steel
33 IS 2074 Ready mixed paint, air drying red oxide zinc chrome priming
34 IS 4351 Specification for steel door frames
35 IS 4454 (Part-I) Steel wires for mechanical springs. Cold drawn unalloyed steel
wire.
36 IS 4711 Methods for sampling of steel pipes, tube and fittings.
37 IS 4736 Hot - dip zinc coating on mild steel tubes
38 IS 4923 Hollow Steel Sections for Structural use - Specification
39 IS 6248 Metal rolling shutters and rolling grills
40 IS 7452 Specification for hot rolled steel sections for doors,
windows and ventilators.

Civil Engineer Fieldwork Expert “SOR” Page 174

Item Sub Item Name Description Unit Rate
No. Item No. (in Rs.)
1 2 3 4 5 6
10.1 Structural steel Structural steel work in single section kg 69.00
work single fixed with or without connecting plate
section including cutting, hoisting, fixing in
position and applying a priming coat of
approved steel primer all complete.
10.2 Structural steel Structural steel work using M.S. flats, kg 75.00
work built up angles, channels I-section, H-section etc.
sections 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 Collapsible Providing and fixing in position sqm 4332.00
steel shutters collapsible steel shutters with vertical
channels 20x10x2mm and braced with
flat iron diagonals 20x5mm size with top
and bottom rail of T-iron 40x40x6mm
with 40mm dia steel pulleys complete
with bolts, nuts, locking arrangement,
stoppers, handles, including applying a
priming coat of approved steel primer.
Rate includes recess cutting in floor and
making good the same wherever required.
10.4 M.S. sheet Providing and fixing 1mm thick M.S. sqm 3355.00
sliding-shutters sheet sliding-shutters with frame and
diagonal braces of 40x40x6mm angle
iron, 3mm M.S.gusset plates at the
junction and corners 25mm dia
pulley,40x40x6mm angle and T-iron
guide at the top and bottom respectively
including applying a priming coat of
approved steel primer.
10.5 M.S. sheet door Providing and fixing 1mm thick M.S.
and angle iron sheet door with frame of 40x40x5mm
frame angle iron and 3mm 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 With angles Using M.S. angels 40x40x6mm for sqm 2804.00
braces diagonal braces
10.5.2 With flats Using flats 30x6mm for diagonal braces sqm 2674.00
braces and central cross piece.

Civil Engineer Fieldwork Expert “SOR” Page 175

Item Sub Item Name Description Unit Rate
No. Item No. (in Rs.)
1 2 3 4 5 6
10.6 M.S.rolling Supplying and fixing rolling shutters of
shutters 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
27.5cm long wire springs manufactured
from high tensile steel wire of adequate
strength conforming to I.S. 4454- part-1
and M.S. top cover of required thickness
for rolling shutters.

10.6.1 1.25 mm thick 80x1.25mm M.S. laths with 1.25 mm sqm 2400.00
top cover thick top cover.

10.6.2 1.2 mm thick 80x1.20 mm M.S. laths with 1.20 mm sqm 1950.00
top cover thick top cover.

10.6.3 0.9 mm thick 80x0.90 mm M.S. laths with 0.90 mm sqm 1816.00
top cover thick top cover.

10.7 Extra for chain Extra for providing suitable mechanical

and crank device chain and crank operation for
operation operating rolling shutters.

10.7.1 Exceeding Exceeding 10.00 sqm and upto 16.80 sqm sqm 757.00
10.00 sqm and in the area.
upto 16.80 sqm
in the area

10.7.2 Exceeding Exceeding 16.80 sqm in area. sqm 792.00

16.80 sqm in
area.

10.8 Extra for grilled Extra for providing grilled rolling shutters sqm 358.00
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).

Civil Engineer Fieldwork Expert “SOR” Page 176

Item Sub Item Name Description Unit Rate
No. Item No. (in Rs.)
1 2 3 4 5 6
10.9 Ball bearing for Providing and fixing ball bearing for each 366.00
rolling shutters rolling shutters.
10.10 Glazed steel Providing and fixing factory made ISI
doors, windows marked glazed steel doors, windows and
and ventilators ventilators side /top /centre hung with
z-section beading and Z-section all members such
as F7D, F4B, K11 B and K12 B and other
tubular section member 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,
including priming coat of approved steel
primer, but excluding the cost of other
fittings, complete all as per approved
design (sectional weight of only steel
members shall be measured for payment).
10.10.1 Fixed with lugs Fixing with 15x3 mm lugs 10 cm. long kg 127.00
embedded in cement concrete block
15x10x10 cm of Cement Concrete 1:3:6
(1 Cement : 3 sand : 6 graded stone
aggregate 20 mm nominal size).
10.10.2 Fixed with dash Fixing with carbon steel galvanised dash kg 99.00
fastener fastener of required dia and size (to be
paid for separately).
10.10.3 Extra for steel Extra for providing and fixing steel meter 46.00
beading beading of size 10x10x1.6mm (box type)
approved shape and section with screws
instead of glazing clips and metal sash
putty in steel doors, windows, ventilators
and composite units.
10.11 T-iron frames Providing and fixing L-iron or T-iron
for doors, frames for doors, windows and ventilators
windows and of mild steel L-section or T-sections,
ventilators joints mitred and welded, including fixing
of necessary butt hinges and screws and
applying a priming coat of approved steel
primer.

10.11.2 Fixed with dash Fixing with carbon steel galvanised dash kg 87.00
fastener fastener of required dia and size (to be
paid for separately).

Civil Engineer Fieldwork Expert “SOR” Page 177

Item Sub Item Name Description Unit Rate
No. Item No. (in Rs.)
1 2 3 4 5 6
10.12 Pressed steel Providing and fixing pressed steel door
door frames frames made of 1.6 mm thick steel profile
conforming to IS: 4351 manufactured
from commercial mild steel sheet
including hinges, jamb, lock jamb, bead
and if required angle threshold of mild
steel angle of section 50x25mm, or base
ties of 1.60 mm pressed mild steel welded
or rigidly fixed together by mechanical
means, including 2.5mm thick M.S.
pressed butt hinges, with mortar guards,
lock strike-plate and shock absorbers as
specified filling the frame with Cement
Concrete 1:3:6 at site before fixing (cost
of concrete to be paid separately) fixing
with adjustable lugs (200 mm long & 1.0
mm thick) and applying a coat of
approved steel primer after pre-treatment
of the surface as directed by Engineer-in-
charge:
10.12.1 Profile B size Profile B of 1.60mm thick single rebate
80mmx50mm of size 80mmx50mm
single rebate
10.12.1.1 Fixing with Fixing with adjustable lugs with split end meter 422.00
adjustable lugs tail to each jamb.
10.12.1.2 Fixing with Fixing with carbon steel galvanised dash meter 390.00
dash fastener fastener of required dia and size (to be
paid for separately).
10.12.2 Profile C size Profile C of 1.60mm thick single rebate of
100mmx50mm size 100mmx50mm
single rebate
10.12.2.1 Fixing with Fixing with adjustable lugs with split end meter 439.00
adjustable lugs tail to each jamb.
10.12.2.2 Fixing with Fixing with carbon steel galvanised dash meter 434.00
dash fastener fastener of required dia and size (to be
paid for separately).
10.12.3 Profile E size Profile E of 1.60mm thick double rebate
115mmx50mm of size 115mmx50mm
double rebate
10.12.3.1 Fixing with Fixing with adjustable lugs with split end meter 482.00
adjustable lugs tail to each jamb.

Civil Engineer Fieldwork Expert “SOR” Page 178

Item Sub Item Name Description Unit Rate
No. Item No. (in Rs.)
1 2 3 4 5 6
10.12.3.2 Fixing with Fixing with carbon steel galvanised dash meter 484.00
dash fastener fastener of required dia and size (to be
paid for separately).
10.12.4 Profile B size Profile B of 1.25mm thick single rebate
80mmx50mm of size 80mmx50mm
single rebate
10.12.4.1 Fixing with Fixing with adjustable lugs with split end meter 366.00
adjustable lugs tail to each jamb.
10.12.4.2 Fixing with Fixing with carbon steel galvanised dash meter 358.00
dash fastener fastener of required dia and size (to be
paid for separately).
10.12.5 Profile C size Profile C of 1.25mm thick single rebate of
100mmx50mm size 100mmx50mm
single rebate
10.12.5.1 Fixing with Fixing with adjustable lugs with split end meter 395.00
adjustable lugs tail to each jamb.
10.12.5.2 Fixing with Fixing with carbon steel galvanised dash meter 387.00
dash fastener fastener of required dia and size (to be
paid for separately).
10.12.6 Profile E size Profile E of 1.25mm thick double rebate
115mmx50mm of size 115mmx50mm
double rebate
10.12.6.1 Fixing with Fixing with adjustable lugs with split end meter 424.00
adjustable lugs tail to each jamb.
10.12.6.2 Fixing with Fixing with carbon steel galvanised dash meter 426.00
dash fastener fastener of required dia and size (to be
paid for separately).
10.13 M.S. tubular Providing and fixing M.S. Tubular frames
frames for and shutters or frames only or shutters
doors, windows only for doors, windows, ventilators and
and ventilators cupboard with any sections, made of
1.60 mm or 1.25 mm thick M.S. Sheet,
joints mitred, welded and grinded finish,
with profiles of required size as per
drawing, including fixing of necessary
butt hinges, stays and screws and
applying a priming coat of approved steel
primer excluding cost of all fittings such
as handles, tower bolts, sliding door bolts,
latches etc. and panels.
10.13.1 Fixing with Fixing with 15x3 mm lugs 10 cm. long kg 126.20
cement concrete embedded in cement concrete block
block 15x10x10 cm of Cement Concrete 1:3:6
(1 Cement : 3 sand : 6 graded stone
aggregate 20 mm nominal size).

Civil Engineer Fieldwork Expert “SOR” Page 179

Item Sub Item Name Description Unit Rate
No. Item No. (in Rs.)
1 2 3 4 5 6
10.13.2 Fixing with Fixing with carbon steel galvanised dash kg 114.80
carbon steel fastener of required dia and size (to be
galvanised dash paid for separately).

10.14 Steel work in Steel work in built up M.S. tubular

built up tubular section (round, square or rectangular
trusses/frame hollow tubes etc.) trusses/frame work 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.

10.14.1 Hot finished Hot finished welded type tubes kg 108.00

welded tubes

10.14.2 Hot finished Hot finished seamless type tubes kg 109.00

seamless tubes

10.14.3 Electric Electric resistance or induction butt kg 126.00

resistance tubes welded tubes.

10.15 M.S.structural Design, supply, fabrication, taransportion kg 132.00

steel and erection of structural steel/mild steel
built-up sections for steel building in
column, rafter, truss, floor joist, wind
bracings, tie beam, foundation bolts,
fasteners etc. Including two coats of
Epoxy paint and one coat of primer.
These structural steel/built-up sections
shall be manufactured using advanced
CNC Plasma/Oxy Acetylene cutter and H
Beam Welding line. Welding shall be in
full depth on both sides of the plate
adopting relevant I.S Code.
10.16 M.S. fan clamp Providing and fixing M.S. fan clamp type each 112.00
I or II of 16 mm dia M.S. bar bent to
shape with hooked ends in R.C.C. slabs,
beams during laying including painting
the exposed portion of loop, all as per
standard design complete.

Civil Engineer Fieldwork Expert “SOR” Page 180

Item Sub Item Name Description Unit Rate
No. Item No. (in Rs.)
1 2 3 4 5 6
10.17 M.S. box for Providing and fixing circular/ Hexagonal each 148.00
ceiling fan cast iron or M.S. sheet box for ceiling fan
clamp of internal dia 140mm, 73mm
height, top lid of 1.5mm 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
3.3mm dia. round headed screws, one
lock at the corners. Clamp shall be made
of 16mm dia M.S. bar bent to shape as per
standard drawing.
10.18 M.S. holding Providing and fixing mild steel round kg 84.00
down bolts with holding down bolts with nuts and washer
nut plates complete.
10.19 Bolts nuts and Providing and fixing bolts including nuts kg 101.00
washers and washers complete.
10.20 M.S. rivets Providing and fixing M.S. rivets of sizes kg 106.00
in position.
10.21 Welding Welding by gas or electric plant including cm 5.00
transportation of plant at site etc.
complete.
10.22 Welded built up Steel work welded in built up sections/
steel sections framed work including cutting, hoisting,
fixing in position and applying a priming
coat of approved steel primer using
structural steel etc. as required.
10.22.1 Stair cases In stringers, treads, landings etc. of stair kg 86.00
cases including use of chequered plate
wherever required, all complete.
10.22.2 Frame, ladder, In gratings, frames, guard bar, ladder, kg 85.00
railing railings, brackets, gates and similar
works.
10.23 Hand rail Providing and fixing hand rail of
approved size by welding etc. to steel
ladder railing, balcony railing, staircase
railing and similar works, including
applying a priming coat of approved steel
primer.
10.23.1 M.S. tube. M.S. tube. kg 110.00

10.23.2 E.R.W. tubes. E.R.W. tubes. kg 132.00

10.23.3 G.I. pipes. G.I. pipes. kg 129.00

Civil Engineer Fieldwork Expert “SOR” Page 181

Item Sub Item Name Description Unit Rate
No. Item No. (in Rs.)
1 2 3 4 5 6
10.24 Dash fastener Providing and fixing carbon steel
fixing 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.
10.24.1 60 mm 10x60 mm each 57.00
10.24.2 80 mm 10x80 mm each 63.00
10.24.3 120 mm 10x120 mm each 78.00
10.24.4 140 mm 10x140 mm each 84.00
10.24.5 160mm 10x160mm each 110.00
10.25 Stainless steel Providing and fixing stainless steel kg 423.00
railing (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 and 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-
in-charge. (For payment purpose only
weight of stainless steel members shall be
considered excluding fixing accessories
such as nuts, bolts, fasteners etc.)
10.26 Fly proof wire Providing and fixing fly proof wire gauze
gauze to to windows, clerestory windows and
windows, doors doors with M.S. Flat 15x3mm and nuts
and bolts complete.

10.26.1 M.S. Galvanised M.S. Wire gauze with sqm 646.00

0.63mm dia wire and 1.4 mm aperture on
both sides
10.26.2 S.S. Stainless steel (grade 304) wire gauze of sqm 1334.00
0.5 mm dia wire and 1.4 mm aperture on
both sides.

Civil Engineer Fieldwork Expert “SOR” Page 182

Item Sub Item Name Description Unit Rate
No. Item No. (in Rs.)
1 2 3 4 5 6
10.27 Glass panes/ Providing and fixing glass panes/ steel
steel sheet/ fibre sheet/ fibre sheet with putty and glazing
sheet clips in steel doors, windows, clerestory
windows all complete.
10.27.1 4.0 mm glass With 4.0 mm thick glass panes sqm 792.00
10.27.2 5.50 mm glass With 5.50 mm thick glass panes sqm 873.00
10.27.3 1mm M.S. With 1mm thick mild steel sheet i/c sqm 916.00
10x10x1.6mm box beading.
10.27.4 2.00 mm FRP With 2mm thick fibre reinforced polymer sqm 611.00
sheet (FRP) sheet i/c 10x10x1.6mm box
beading.
10.27.5 1.0mm With 1mm thick Galvanised steel sheet i/c sqm 936.00
galvanised steel 10x10x1.6mm box beading.
10.27.6 4mm fibre With 4mm thick cement fibre board sqm 750.00
board conforming to IS 14862:2000 of category
type A grade i/c 10x10x1.6mm box
beading.
10.27.7 6mm cement With 6mm thick cement fibre board sqm 800.00
fibre board conforming to IS 14862:2000 of category
type A grade i/c 10x10x1.6mm box
beading.
10.27.8 8mm cement With 8mm thick cement fibre board sqm 872.00
fibre board conforming to IS 14862:2000 of category
type A grade i/c 10x10x1.6mm box
beading.

10.28 Extra for fixing Add extra for providing and fixing
froasted glass froasted glass instead of float glass.
instead of float
glass

10.28.1 4.0 mm glass With 4.0 mm thick glass panes. sqm 259.00
10.28.2 5.0 mm glass With 5.5 mm thick glass panes. sqm 262.00

Civil Engineer Fieldwork Expert “SOR” Page 183

 Item Sub Item Name Description Unit Rate
No. Item No. (in Rs.)
1 2 3 4 5 6
10.29 Supplying at Supplying at site:
site
10.29.1 R.C.C. R.C.C. Standards post/ struts/rails/ poles cum 16510.00
Standards post/ of mix 1:1.5:3 (1 cement : 1.5 sand : 3
struts/rails/ graded stone aggregate 12.5 mm nominal
poles size) with wooden plugs or 6mm bar nibs
wherever required as per direction of
Engineer-in-charge including fixing (cost
of earth works in excavation, concrete
works in foundation to be paid
separately).
10.29.2 Angle iron post Angle iron post and strut of required size kg 67.00
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. (cost of earth work in
excavation and concrete work in
foundation to be paid separately)
10.29.3 Welded steel Supplying at site -Welded steel wire kg 81.00
wire fabric 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).
10.30 Turn buckles Supplying and fixing turn buckles and each 153.00
straining bolts for barbed wire fencing. set
(Labour rate only).
10.31 Fencing with Fencing with R.C.C. post placed at metre 10.00
R.C.C. post required distance, embedded in cement
with concrete blocks, every 15th post, last but
GI barbed wire 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) with GI
barbed wire.

Civil Engineer Fieldwork Expert “SOR” Page 184

 Item Sub Item Name Description Unit Rate
No. Item No. (in Rs.)
1 2 3 4 5 6
10.32 Fencing with Fencing with barbed G.I. wire angle iron post metre 17.00
barbed G.I.wire placed fitted to 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.
10.33 Fencing with Fixing Welded steel wire fabric fencing with sqm 18.00
welded steel posts of specified material and of standard
wire fabric design placed and embedded in cement
concrete blocks 45x45x60cm of mix 1:5:10
(1cement :5 sand :10 graded stone aggregate
40mm 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 70x45x50cm of the same mix,
provided with welded steel wire fabric fixed
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,
painting, earth work in excavation and cement
concrete to be paid
for separately). (Labour rate only).
10.34 Fencing with Providing and fixing G.I. or PVC coated
chain link fabric G.I.wire chain link fabric fencing of required
2mm dia width and mesh size including strengthening
with 2mm dia wire or nuts, bolts and washers
as required complete with posts of specified
material and of standard design placed and
embedded in cement concrete blocks
45x45x60cm of mix 1:5:10 (1cement :5
sand :10 graded stone aggregate 40mm
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
70x45x50cm of the same mix, as per the

Civil Engineer Fieldwork Expert “SOR” Page 185

Item Sub Item Name Description Unit Rate
No. Item No. (in Rs.)
1 2 3 4 5 6
direction of Engineer- in-charge. (Cost of
post, painting earthwork & c.c. to be paid
separately)
10.34.1 G.I. wire Made of G.I. wire. kg 133.00
10.34.2 PVC coated Made of G.I. wire, PVC coated to achieve kg 138.00
G.I. wire outer dia. not less than 5mm in required
colour and shade.
10.35 Fencing with Providing and fixing G.I. chain link fabric sqm 574.00
G.I. chain link fencing of required width in mesh size
fabric 3mm dia 25x25 mm made of G.I. wire of dia. 3mm
including strengthening with 2mm dia.
wire or nuts, bolts and washers as
required complete, with posts of specified
material and of standard design placed
and embedded in cement concrete blocks
45x45x60cm of mix 1:5:10 (1cement :5
sand : 10 graded stone aggregate 40mm
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 70x45x50cm of the same
mix, as per the direction of Engineer-in-
Charge. (cost of post painting earth work
& C.C. to be paid separately)
10.36 Concertina coil Providing and fixing concertina coil metre 275.00
fencing 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 3.00m 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 (2.5
mm 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).

Civil Engineer Fieldwork Expert “SOR” Page 186

Item Sub Item Name Description Unit Rate
No. Item No. (in Rs.)
1 2 3 4 5 6
10.37 Fire resistance Providing & fixing of Fire Resistant Flush sqm 3410.00
steel sheet door Door Shutter made out of 0.8 mm thick sheet
shutter and steel (Steel as per IS 513) duly powder coated
frame by pre treatment (seven tank process) with
coating of powder, minimum thickness of 60
microns as per IS 13871 and approved shade,
the construction of door shutter consists of
outer skins (front & back)of steel sheet with
lock seam joint on vertical, top and bottom
shall be welded with the door skin, door skins
are assembled together at lock seam joint. The
door shutter depth shall be 40 mm, infill
material in the hollow portion of door shutter
shall be PUF/ mineral wool /glass wool/rock
wool of density 48 Kg/M3, vertical pressed
'Z' section of size 20x40x20x1000 mm shall
be tag welded at the middle of door shutter
vertically and a pressed 'L' channel of size
90x216x1.2 mm 3 numbers shall be welded
on inner side of door shutter for fixing SS
hinges, a steel strip of size 90x262x1.2 mm 3
numbers shall be welded on inner side of door
shutter for hinge cover, a steel strip of size
90x195x1.2 mm shall also be welded on inner
side of door shutter for supporting door lock.
The door shall be fixed with stainless less butt
hinges of size 100x58x2 mm 3 numbers, the
hinges shall be screwed to the door shutter by
CSK machine screw of size M5x20 mm 12
numbers, the door shutters shall be
manufactured as per IS 16074-2013 and door
locking system shall be of Mortise type
cylindrical lock complete as per the direction
of Engineer-in-Charge Fire resistant door
shutter frame assembly shall be provided with
Fire Resistant Door Frame made out of 1.2
mm thick sheet steel conforming to IS: 513
duly powder coated by pretreatment (seven
tank process) with coating of powder,
minimum thickness of 60 microns as per IS
13871 and of approved shade, the door frame
profile shall be of 50x100x65 mm,
the construction of door frame consists of L
angle of size 90x216x1.2 mm 3

Civil Engineer Fieldwork Expert “SOR” Page 187

Item Sub Item Name Description Unit Rate
No. Item No. (in Rs.)
1 2 3 4 5 6
numbers shall welded on inner side of door
frame for fixing SS hinges, bottom tile angle
of size 20x20x1120x1.6 mm shall be bolted
the bottom of door frame by hex head bolt
M6x20 mm-2 numbers, the frame shall be of
welded construction, steel strip of size
90x262x1.2 mm 3 no's shall be welded on
inner side of door shutter for hinge support,
steel strips of size 50x10x1.2mm 6numbers
shall be welded on inner side of door frame
for the support of anchor fasteners fastener.
Infill material in the hollow portion of door
frame shall be PUF/ mineral wool /glass
wool/rock wool of density 48 Kg/M3, the
door frame shall be manufactured as per IS
4351-2003, the door frame fixing shall be
done by dry fixing method with anchor
fasteners of size M10x60 mm 6 numbers,
complete as per the direction of Engineer-in-
Charge.

10.38 Roll formed Providing and fixing of factory make air tight
steel window casement windows made of roll formed
air tight galvanized pre-painted steel with epoxy
primer of 5-7 microns thick, finish painted
with a polyester paint of 12-16 microns thick
and back coated with alkyd backer 5-7
microns thick or powder coated with pure
polyester powder up to 50-60 microns thick,
colour coated/ powder coated (base steel as
per IS 513 of “D" quality, galvanized as per
IS 277 with zinc of 120 grams/sqm) outer
frame section 46x52x0.58 mm, shutter section
46x46x0.58mm, mullion section
46x70x0.58mm, beading section 18x25x0.58
mm, windows panelled without glazing
(glazing shall be paid separately as per SOR
rate) with EPDM (Ethyl Propylene Diamine
Monomer) gasket and the sections cut to
length mitre joined with corner bracket centre
mullions fixed using mullion cap and with
handle made of powder coating high grade
aluminum with nylon receiver, corner
brackets made of CRCA (Cold Rolled Close
Annealed) with Zinc Phosphate,
Mullion caps made of glass filled nylon,
frames fixed to the concrete /masonry

Civil Engineer Fieldwork Expert “SOR” Page 188

Item Sub Item Name Description Unit Rate
No. Item No. (in Rs.)
1 2 3 4 5 6
wall by means of self-expanding screws.
Including filling the gap upto 5 mm depth and
5 mm width in between steel frame and
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.
10.38.1 Openable Openable window sqm 5228.00
window
10.38.2 Fixed windows Fixed windows sqm 4190.00
10.39 Roll formed steel Providing and fixing of factory make single
window single rebate openable/fixed windows made of roll
rebate with glass formed galvanized pre- pained steel with
epoxy primer of 5-7 microns thick, finish
shutter and grill
painted with a polyester paint of 12-16
microns thick and back coated with alkyd
backer 5-7 microns thick or powder coated
with pure polyester powder up to 50-60
microns thick, colour coated/powder coated
(base steel as per IS 513 of “D" quality,
galvanized as per IS 277 with zinc of 120
grams/sqm) outer frame section 48 x 50
x0.58mm, centre mullion section 48 x 50
x0.58mm, shutter section 47 x 20 x0.58mm
and the fixed glass beading section 12 x 12
x0.58mm, outer frame and mullions shall
consists rebate for glazed shutter with a 20
mm provision for guard bars/grills and the
sections cut to length mitre joined with corner
bracket, centre mullion fixed with mullion
cap, handle, stay, 2 nos. SS (stainless steel)
heavy duty pivot hinges per shutter and
window fitted without glazing (glazing shall
be paid separately as per SOR rate) with
EPDM (Ethyl Propylene Diamine Monomer)
gaskets including fixing frames in
concrete/masonry wall by means of self-
expanding screws, including 10mm square
bars welded to 6x12mm flat at a distance
150mm c/c (pitch) etc. Including filling the
gap upto 5 mm depth and 5 mm width in
between steel frame and adjacent RCC/
Brick/ Stone work by providing
weather silicon sealant over backer rod of
approved quality as per architectural

Civil Engineer Fieldwork Expert “SOR” Page 189

Item Sub Item Name Description Unit Rate
No. Item No. (in Rs.)
1 2 3 4 5 6
drawings and direction of Engineer-in-
charge complete.
10.39.1 Openable single Openable single rebate window sqm 4511.00
rebate window
10.39.2 Fixed single Fixed single rebate window sqm 3894.00
rebate window
10.40 Roll formed Providing and fixing of factory make double
steel window – rebate windows made of roll formed
Double rebate galvanized pre-painted steel with epoxy
primer of 5-7 microns thick, finish painted
with glass
with a polyester paint of 12-16 microns thick
shutter, grill and and back coated with alkyd backer 5-7
mosquito mesh microns thick or powder coated with pure
shutter polyester powder up to 50-60 microns thick,
colour coated/ powder coated (base steel as
per IS 513 of “D" quality, galvanized as per
IS 277 with zinc of 120 grams/sqm) outer
frame section 72 x 55 x0.58mm, centre
mullion section 72 x 50 x0.58mm, shutter
section 47 x 20 x0.58mm, fly mesh section 40
x 20 x0.58mm and the fixed glass beading
section 12 x 12 x0.58mm, outer frame and
mullions shall consists rebate for glazed
shutter, fly mesh and 20 mm provision for
guard bars/grills, the sections cut to length
miter joined with corner bracket, centre
mullions fixed with mullion cap, stay,
handles, latch, 2 Nos of heavy duty stainless
steel pivot hinges per shutter and panelled
without glazing (glazing shall be paid
separately as per SOR rate) with and S.S.
Mesh for fly mesh shutter (32 gauge,304
grade), fitted using EPDM (Ethyl Propylene
Diamine Monomer) gaskets including fixing
windows in the concrete/masonry wall by
means of self- expanding screws, including
10mm Square bars welded to 6x12mm flat at
a distance 150mm c/c (pitch) etc. Including
filling the gap upto 5 mm depth and 5 mm
width in between steel frame and 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..

Civil Engineer Fieldwork Expert “SOR” Page 190

Item Sub Item Name Description Unit Rate
No. Item No. (in Rs.)
1 2 3 4 5 6
10.40.1 Fixed single Openable double rebate window sqm 5820.00
rebate window
10.40.2 Fixed double Fixed double rebate window sqm 4449.00
rebate window
10.41 Roll formed steel Providing and fixing of factory make fixed sqm 3404.00
window- – fixed louvers fabricated from roll formed sections
ventilator made of galvanized pre-painted steel with
epoxy primer of 5-7 microns thick, finish
painted with a polyester paint of 12-16
microns thick and back coated with alkyd
backer 5-7 microns thick or powder coated
with pure polyester powder up to 50-60
microns thick, colour coated/powder coated
(base steel as per IS 513 ‘D’ quality,
galvanized as per IS 277 with zinc of 120
grams/Sqm) section for external frame 33 x
58 x0.58mm, glass holding flanges made of
polypropylene, sections are to be cut to
length, miter joined with corner bracket. The
above frames should be fixed to the
concrete/masonry walls by means of self-
expanding screws. Including filling the gap
upto 5 mm depth and 5 mm width in between
steel frame and 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. (glazing shall
be paid separately as per SOR rate)
10.42 Roll formed steel Providing and fixing of factory make pre sqm 3479.00
window sliding painted steel sliding window 2 track-2 panel
(2 track) sliding window fabricated from roll formed
sections made of galvanized steel with epoxy
2 glass shutter
primer of 5-7 microns thick, finish painted
with a polyester paint of 12-16 microns thick
and back coated with alkyd backer 5-7
microns thick or powder coated with pure
polyester powder up to 50-60 microns thick,
colour coated/ powder coated (Base Steel as
per IS 513 ‘D’ quality, galvanized as per IS
277 with zinc of 120 GM/Sq.mtr) Section for
external frame should be of 59x44 x0.58mm,
Section for shutter should be of
35x50 x0.58mm. Without glazing (glazing
shall be paid separately as per

Civil Engineer Fieldwork Expert “SOR” Page 191

Item Sub Item Name Description Unit Rate
No. Item No. (in Rs.)
1 2 3 4 5 6
SOR rate) Corner bracket for internal and
external frame made of glass filled nylon.
Gaskets are to be made of Ethyl Propylene
Diamine Monomer (EPDM). The sections are
to be cut to length, joined and assembled by
means of corner bracket. The above frames
should be fixed to the concrete/masonry
walls by means of self-expanding screws.
Including filling the gap upto 5 mm depth and
5 mm width in between steel frame and
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.
10.43 Roll formed Providing and fixing pre painted steel sliding sqm 5430.00
steel window window 3 fabricated from Roll formed
sliding sections made of galvanized Steel with epoxy
(3 track) 2glass primer of 5-7 microns thick, finish painted
shutter + with a polyester paint of 12-16 microns thick
1mosquito mesh and back coated with alkyd backer 5-7
shutter microns thick or powder coated with pure
polyester powder up to 50-60 microns thick,
colour coated/ powder coated (Base Steel as
per IS 513 ‘D’ quality, galvanized as per IS
277 with zinc of 120 gm/sqm). Section for
external frame should be of 107x44 x0.58mm,
section for shutter should be of 35x49
x0.58mm. Section of mesh should be of
35 x 49 x0.58mm. Without glazing (glazing
shall be paid separately as per SOR rate)
corner bracket for internal and external frame
made of glass filled nylon. Gaskets are to be
made of Ethyl Propylene Diamine Monomer
(EPDM). The sections are to be cut to length,
joined and assembled by means of corner
bracket. The above frames should be fixed to
the concrete/masonry walls by means of self-
expanding screws. Including filling the gap
upto 5 mm depth and 5 mm width in between
steel frame and 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.

Civil Engineer Fieldwork Expert “SOR” Page 192

 CHAPTER – 11.0

Schedule of Rates
For
Flooring

Civil Engineer Fieldwork Expert “SOR” Page 193

 LIST OF BUREAU OF INDIAN STANDARD CODES

S.No. I.S. No. Subject

1 2 3
1 IS 269 Specification for 33 grade ordinary portland Cement
2 IS 401 Code of practice for preservation of timber
3 IS 451 Technical supply conditions for wood screws
4 IS 455 Specification for portland slag cement
5 IS 661 Code of practice for thermal insulation of cold storages
6 IS 702 Specification for industrial bitumen
7 IS 1124 Method of test for determination of water absorption, apparent
specific gravity and porosity of natural building stones
8 IS 1130 Specification for marble (blocks, slabs and tiles)
9 IS 1141 Code of practice for Seasoning of timber
10 IS 1200 (Part-XI) Method of measurement of Building and Civil Engineering
work (Part 11) paving, floor finishes, dado and skirting
11 IS 1237 Edition 2.3 Specification for cement concrete flooring tiles
12 IS 1322 Specification for bitumen felts for water proofing and damp-
proofing
13 IS 1443 Code of practice for laying and finishing of cement concrete
flooring tiles
14 IS 1489 (Part-I) Specification for portlandpozzolana cement (Part-I)
flyashbased
15 IS 1489 (Part-II) Specification for Portland pozzolana cement (Part II) calcined
clay based
16 IS 1580 Specification for bituminous compounds for water proofing and
caulking purpose
17 IS 2114 Code of practice for laying in-situ terrazzo floor finish
18 IS 2571 Code of practice for laying in-situ cement concrete flooring
19 IS 3622 Specification for sand stone (Slab and Tiles)
20 IS 3670 Code of practice for construction of timber floors
21 IS 4457 Acid and/or alkali Resistant tiles.
22 IS 5318 Code of practice for laying of hard wood parquet and wood
block floors
23 IS 5766 Code of practice for laying of burnt clay brick floor
24 IS 8041 Specification for rapid hardening portland cement

Civil Engineer Fieldwork Expert “SOR” Page 194

25 IS 8042 Specification for white portland cement
26 IS 8043 Specification for hydrophobic portland cement
27 IS 8112 Specification for 43 grade ordinary portland cement
28 IS 12330 Specification for sulphate resisting portland cement.
29 IS 13630 (Part-1 to 15) Methods of Testing of ceramic tiles
30 IS 13712 Specification for ceramic tiles; definition,
classification characteristic and marking
31 IS 15622 Specification for pressed ceramic tile
32 IS 1122 Method of test for determination of true specific gravity of
natural building stones
33 IS 1124 Method of test for determination of water absorption, apparent
specific gravity and porosity of natural building stones
34 IS 1130 Marble (blocks, slabs and tiles).
35 IS 4101 (Part-1) Code of practice for external facing and veneers: Stone facing.
36 IS 3316 Specifications for structural granite
37 IS 14223 (Paart-1) Polished Building Stones (Part-1) Granite

Civil Engineer Fieldwork Expert “SOR” Page 195

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
11.1 Cement concrete 40 mm thick Cement concrete flooring 1:2:4 (1 sqm 270.00
flooring 40mm cement : 2 sand : 4 graded stone aggregate)
thick 20mm nominal size stone aggregate in panels
finished with a floating coat of neat cement
including cement slurry, but excluding the cost of
nosing of steps etc. complete.(Area of panel not to
exceed 2.0 sqm)
11.2 52 mm thick 52 mm thick cement concrete flooring with sqm 399.00
cement concrete concrete hardener topping, under layer 40 mm
flooring with thick cement concrete 1:2:4 (1 cement: 2 sand: 4
hardener graded stone aggregate 20 mm nominal size) and
topping 52 mm top layer 12 mm thick cement hardener consisting
thick of mix 1:2 (1 cement hardener mix: 2 graded stone
aggregate 6 mm nominal size) by volume,
hardening compound mixed @ 2 litre per 50kg of
cement or as per manufacturers specifications.
This includes cost of cement slurry, but excluding
the cost of nosing of steps etc. complete.
11.3 Cement concrete 62 mm thick cement concrete flooring with sqm 431.00
flooring with concrete hardener topping, under layer 50 mm
hardener topping thick cement concrete 1:2:4 (1 cement: 2 sand: 4
62 mm thick 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 50kg of
cement or as per manufactures specifications. This
includes cost of cement slurry, but excluding the
cost of nosing of steps etc. complete.
11.4 Cement plaster Cement plaster skirting 18 mm thick (upto 30 cm sqm 246.00
skirting height) with cement mortar 1:3 (1 cement: 3 sand)
finished with a floating coat of neat cement.
11.5 Cement concrete Cement concrete pavement with Cement concrete cum 4654.00
1:2:4pavement 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate
with 20 mm nominal size) including finishing
complete.
11.6 Making chequers Making chequers of approved pattern on cement sqm 21.00
pattern concrete floors, steps, landing, pavements etc.
11.7 Mosaic flooring 40 mm thick marble chips flooring rubbed and
(top layer 6mm polished to granolithic finish, under layer 34 mm
thick) thick cement concrete 1:2:4 (1 cement : 2 sand : 4
graded stone aggregate 12.5mm nominal size) and
top layer 6mm thick with white, black, chocolate,
grey, yellow or green marble chips of sizes from

Civil Engineer Fieldwork Expert “SOR” Page 196

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
1mm to 4mm 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 : (Area of
panel not to exceed 2.0 sqm)
11.7.1 Dark shade Dark shade pigment with ordinary cement. sqm 493.00
pigment (grey
cement)
11.7.2 Light shade Light shade pigment with white cement. sqm 550.00
pigment (white
cement)
11.7.3 Medium shade Medium shade pigment with 50% white cement sqm 521.00
pigment (white and 50% ordinary cement.
& grey cement)
11.7.4 Without pigment White cement without any pigment. sqm 511.00
(white cement)
11.7.5 Light shade Light shade pigment with ordinary cement. sqm 499.00
pigment (grey
cement)
11.7.6 Without Ordinary cement without any pigment. sqm 468.00
pigment(grey
cement )
11.8 Mosaic flooring 40 mm thick marble chips flooring, rubbed and
(Top layer9mm polished to granolithic finish, under layer 31mm
thick) thick cement concrete 1:2:4 (1 cement : 2 sand : 4
graded stone aggregate 12.5mm nominal size) and
top layer 9mm thick with white, black, chocolate,
grey, yellow or green marble chips of sizes from
4mm to 7mm 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. (Area of panel not to
exceed 2.0 sqm)
11.8.1 Dark shade Dark shade pigment with Ordinary cement. sqm 526.00
pigment (grey
cement)
11.8.2 Light shade Light shade pigment with white cement. sqm 607.00
pigment (white
cement)

Civil Engineer Fieldwork Expert “SOR” Page 197

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
11.8.3 Medium shade Medium shade pigment with 50% white cement sqm 566.00
pigment (white and 50% ordinary cement.
& grey cement)
11.8.4 Without pigment White cement without any pigment. sqm 570.00
(white cement)
11.8.5 Light shade Light shade pigment with ordinary cement. sqm 532.00
pigment (grey
cement)
11.8.6 Without Ordinary cement without any pigment. sqm 493.00
pigment(grey
cement)
11.9 Mosaic flooring 40 mm thick marble chips flooring, rubbed and
(top layer 12 mm polished to granolithic finish, under layer 28 mm
thick) thick cement concrete 1:2:4 (1 cement : 2 sand : 4
graded stone aggregate 12.5mm nominal size) and
top layer 12mm thick with white, black,
chocolate, grey yellow or green marble chips of
sizes from 7mm to 10mm 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 :
(Area of panel not to exceed 2.0 sqm)
11.9.1 Dark shade Dark shade pigment with ordinary cement. sqm 563.00
pigment (grey
cement)
11.9.2 Light shade Light shade pigment with white cement. sqm 677.00
pigment (white
cement)
11.9.3 Medium shade Medium shade pigment with 50% white cement sqm 620.00
pigment (white and 50% ordinary cement.
& grey cement)
11.9.4 Without pigment White cement without any pigment. sqm 620.00
(white cement)
11.9.5 Light shade Light shade pigment with ordinary cement. sqm 576.00
pigment (grey
cement)
11.9.6 Without Ordinary cement without any pigment. sqm 519.00
pigment(grey
cement )

Civil Engineer Fieldwork Expert “SOR” Page 198

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
11.10 Mosaic skirting Marble chips skirting (upto 30 cm height) 18 mm thick
with under layer 12 mm thick in cement plaster 1:3 (1
cement : 3 sand) : 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 : 1 marble powder)
by weight in proportion of 4:7 (4 cement marble
powder mix :
7 marble chips) by volume :
11.10.1 Dark shade Dark shade pigment with ordinary cement. sqm 572.00
pigment (grey
cement)
11.10.2 Light shade Light shade pigment with white cement. sqm 629.00
pigment (white
cement)
11.10.3 Medium shade Medium shade pigment with 50% white cement and sqm 601.00
pigment (white 50% ordinary cement.
& grey cement)
11.10.4 Without pigment White cement without any pigment. sqm 602.00
(white cement)
11.10.5 Light shade Light shade pigment with ordinary cement. sqm 579.00
pigment (grey
cement)
11.10.6 Without Ordinary cement without any pigment. sqm 549.00
pigment(grey
cement )
11.11 Extra for laying Extra for laying terrazo flooring on staircase sqm 22.00
terrazo flooring treads not exceeding 30 cm in width including cost
in staircase of forming, nosing etc.
11.12 Glass strips in Providing and fixing glass strips 40 mm wide and 4 metre 34.00
floors mm thick in joints of terrazo/ cement concrete floors.
11.13 Crazy marble 18 mm thick crazy marble stone white, black or as sqm 844.00
stone flooring specified 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
(4 cement marble powder mix : 7 white, black or white
and black marble chips of sizes from 1mm to 4mm
nominal size by volume), with under layer 25mm thick
cement concrete 1:2:4 (1 cement : 2 sand : 4 graded
stone aggregate 12.5 mm nominal size), including
rubbing, polishing and cement slurry etc.
complete .

Civil Engineer Fieldwork Expert “SOR” Page 199

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
11.14 Mosaic tile Precast terrazo tiles 22mm thick with graded
flooring marble chips of size upto12mm, 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 (1 cement :4
sand) :
11.14.1 Light shade Light shade using white cement. sqm 813.00
pigment (white
cement)
11.14.2 Medium shade Medium shade using 50%white cement and 50% sqm 756.00
pigment (white ordinary cement.
& grey cement)
11.14.3 Dark shade (grey Dark shade using ordinary cement. sqm 700.00
cement)
11.14.4 Without Ordinary cement without any pigment. sqm 700.00
pigment(grey
cement )
11.15 Extra for mosaic Extra if terrazo tiles are laid in treads of steps not sqm 28.00
tiles in staircase exceeding 30 cm in width.
11.16 Mosaic tiles in Precast terrazo tiles 22 mm thick with graded
skirting 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
sand) jointed with neat cement slurry mixed with
pigment to match the shade of the tiles, including
rubbing and polishing complete with tiles of :
11.16.1 Light shade Light shade pigment using white cement. sqm 954.00
pigment
(white cement)
11.16.2 Medium shades Medium shades pigment using 50% white cement sqm 883.00
pigment (white& and 50% ordinary cement.
grey cement)
11.16.3 Dark shade Dark shade pigment using ordinary cement. sqm 811.00
pigment (grey
cement)
11.16.4 Without any Ordinary cement without any pigment. sqm 750.00
pigment (grey
cement)

Civil Engineer Fieldwork Expert “SOR” Page 200

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
11.17 Chequeredmosai Chequeredterrazo tiles 22 mm thick with graded
c tiles 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 sand) :

11.17.1 Light shade Light shade pigment using white cement. sqm 889.00
pigment
(white cement)
11.17.2 Medium shades Medium shade pigment using 50% white cement, sqm 807.00
pigment (white& 50% ordinary cement.
grey cement)
11.17.3 Dark shade Dark shade pigment using ordinary cement. sqm 732.00
pigment (grey
cement)
11.17.4 Without any Ordinary cement without any pigment. sqm 686.00
pigment (grey
cement)
11.18 Chequered Chequered precast cement concrete tiles any
cement concrete finish, any size 22 mm thick IS:13810-1993 ISI
tiles mark in footpath and courtyard jointed with neat
cement slurry mixed with pigment to match the
shade of tiles, 15mm thick screed bad in cement
mortar 1:6 complete all as specified and directed
by Engineer-in-Charge.

11.18.1 Light shade Light shade pigment using white cement. sqm 754.00
pigment
(white cement)

11.18.2 Medium shades Medium shade pigment using 50% white cement sqm 669.00
pigment (white& 50% Grey cement.
grey cement)

11.18.3 Dark shade Dark shade pigment using ordinary cement. sqm 591.00
pigment (grey
cement)

11.18.4 without any Ordinary cement without any pigment. sqm 535.00
pigment (grey
cement)

Civil Engineer Fieldwork Expert “SOR” Page 201

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
11.19 Marble stone Marble stone flooring with 18 mm thick marble stone
flooring (sample of marble shall be approved by Engineer-in-
charge) laid over 20 mm (average) thick base of
cement mortar 1:4 (1 cement : 4 sandand grey cement
slurry, joints treated with white cement mixed with
pigment to match colour of stone including rubbing
and polishing complete with : (area of slabs over 0.5
sqm)
11.19.1 Makrana white Makrana white second quality. sqm 3051.00
11.19.2 Raj Nagar plain Raj Nagar plain. sqm 1381.00
11.19.3 Agaria Agaria White/Morgarh sqm 1882.00
11.19.4 Katni marble Katni marble sqm 1555.00
11.19.5 Black zebra Black Zebra. sqm 1315.00
11.19.6 Udaipur green Udaipur / Baroda green marble sqm 1649.00
11.19.7 Pink plain Pink plain marble. sqm 1448.00
11.19.8 Jaisalmer yellow Jaisalmer Yellow sqm 1582.00
11.20 Marble stone in Marble stone 18 mm thick in riser of step, skirting,
steps, riser, skirting dado and pillar laid on 12 mm average thick cement
and dado mortar 1:3 (1 cement: 3 sand and laid with white
cement slurry) joints treated with white cement mixed
with pigment to match the shade of the slab i/c rubbing
and polishing complete. (area of slab over0.50sqm.)

11.20.1 Makrana white Makrana white second quality. sqm 3675.00

11.20.2 Raj Nagar plain Raj Nagar plain. sqm 1932.00
11.20.3 Agaria Agaria White/Morgarh sqm 2455.00
11.20.4 Katni marble Katni marble sqm 2113.00
11.20.5 Black Zebra Black Zebra. sqm 1863.00
11.20.6 Udaipur green Udaipur / Baroda green marble sqm 2211.00
11.20.7 Pink plain Pink plain marble. sqm 2002.00
11.20.8 Jaisalmer yellow Jaisalmer Yellow sqm 2141.00

Civil Engineer Fieldwork Expert “SOR” Page 202

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
11.21 Marble wall Marble work gang saw cut (polished and machine
lining (veneer cut) of thickness 18 mm for wall lining (veneer
work) work), backing filled with a grout of average 12
mm thick in cement mortar 1:3 (1 cement: 3
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). (Area
of slabs over 0.50 sqm.)
11.21.1 Makrana white Makrana white second quality. sqm 3773.00
11.21.2 Raj Nagar plain Raj Nagar plain. sqm 2737.00
11.21.3 Agaria Agaria White/Morgarh sqm 2553.00
11.21.4 Katni marble Katni marble sqm 2219.00
11.21.5 Black zebra Black Zebra. sqm 1961.00
11.21.6 Udaipur green Udaipur / Baroda green marble sqm 2309.00
11.21.7 Pink plain Pink plain marble. sqm 2100.00
11.21.8 Jaisalmer yellow Jaisalmer Yellow sqm 2240.00
11.22 Marble& granite Providing and fixing 18mm thick gang saw cut
work for kitchen mirror polished (premoulded and prepolished)
platforms, vanity machine cut for kitchen platforms, vanity
counters, counters, window sills , facias and similar
window sills , locations of required size of approved shade,
facias colour and texture laid over 20mm thick base
cement mortar 1:4 (1 cement : 4 sand) with joints
treated with white cement, mixed with matching
pigment, epoxy touch ups, including rubbing,
curing moulding and polishing to edge to give
high gloss finish wherever required etc. complete
at all levels. Samples approved by Engineer-in-
Charge.
11.22.1 Marble granite Raj Nagar plain/White Marble/Udaipur Green sqm 1797.00
Marble /Zebra black
11.22.2.1 Granite fine Granite fine grained dark crystal of other colours sqm 2356.00
grained and various patterns

11.22.2.2 Granite coarse Granite coarse grained light black/ light red/white Sqm 2113.00
grained with crystal of other colours and various patterns

Civil Engineer Fieldwork Expert “SOR” Page 203

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
11.22.2.3 Granite with Granite grey/pink/brown with various patterns Sqm 1808.00
various
11.22.3 Cuddpah Cuddpah stone sqm 1279.00
11.23 Extra for nosing Extra for prefinished nosing to treads of steps of meter 164.00
marble marble stone.
11.24 Extra for marble Extra for marble stone flooring in treads of steps sqm 191.00
flooring insteps and risers using single length upto 2.00 metre.
11.25 Italian marble Providing and laying machine cut, mirror sqm 4717.00
mirror polished polished, Italian Marble stone (18 mm thick
flooring Italian Marble stone slab, Perlato, Rosso erona,
Fire Red or Dark Emperadore etc.)work in
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
20 mm (average) thick base of cement mortar 1:4
(1 cement: 4 sand) laid and jointed with white
cement slurry @ 4.4 kg/sqm including pointing
with white cement slurry mixed 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.
11.26 Italian marble Providing and fixing machine cut, mirror / sqm 5566.00
wall lining eggshell polished , Marble stone work 18 mm
mirror polished thick Italian Marble stone slab,Perlato, Rosso
verona, Fire Red or Dark Emperadore etc. 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 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.
11.27 Italian marble Providing and laying machine cut, mirror polished sqm 4915.00
flooring mirror Italian Marble stone 18 mm thick Italian Marble
polished in stone slab,Perlato, Rosso verona, Fire Red or Dark
required deign Emperadoreetc flooring, in required design
(Simple geometrical, abstract etc.) and in patterns
in combination with Italian marble stones of
different colours, shades and finished surface

Civil Engineer Fieldwork Expert “SOR” Page 204

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
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
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.
11.28 Granite wall Granite work gang saw cut (polished and machine
lining (Polished) cut) of thickness 18mm for wall lining (veneer
work), backing filled with a grout of average 12
mm thick in cement mortar 1:3 (1 cement: 3 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).
11.28.1 Stone slab over Area of slab over 0.50 sqm
0.50 sqm
11.28.1.1 Granite (fine Fine grained granite dark Black/dark Red/ White sqm 2919.00
grained) or equivalent with self design/ pattern/crystals of
other colors of glitter
11.28.1.2 Granite(coarse Coarse grained granite light Black/light Red/ off sqm 2675.00
grained) White or equivalent with self design/
pattern/crystals of other colors of glitter
11.28.1.3 Granite of Gray/Pink/Brown or equivalent with various sqm 2370.00
various patterns patterns
11.28.2 Stone slab upto Area of slab upto 0.50 sqm
0.50 sqm
11.28.2.1 Granite (fine Fine grained granite dark Black/dark Red/ White sqm 2705.00
grained) or equivalent with self design/ pattern/crystals of
other colors of glitter
11.28.2.2 Granite(coarse Coarse grained granite dark Black/dark Red/ sqm 2486.00
grained) White or equivalent with self design/
pattern/crystals of other colors of glitter
11.28.2.3 Granite (with Gray/Pink/Brown or equivalent with various sqm 2212.00
pattern) patterns

Civil Engineer Fieldwork Expert “SOR” Page 205

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
11.29 Mirror polished Providing and laying gang saw cut 18 mm thick,
pre moulded mirror polished premoulded (wherever required)
granite and pre polished machine cut granite stonework in
flooring18 mm flooring of required size shape of approved shade,
thick color and texture in flooring laid over 20 mm
thick base of cement mortar 1:4 (1 Cement: 4
sand) including grouting the joints with white
cement mixed with matching pigments epoxy
touch ups etc. complete as per direction of
Engineer-in-Charge.
11.29.1 Stone slab over Area of slab over 0.50 sqm
0.50sqm
11.29.1.1 Granite (fine Fine grained granite dark Black/dark Red/ White sqm 2642.00
grained) or equivalent with self design/ pattern/crystals of
other colors of glitter
11.29.1.2 Granite(coarse Coarse grained granite light Black/light Red/ off sqm 2422.00
grained) White or equivalent with self design/
pattern/crystals of other colors of glitter
11.29.1.3 Granite ( with Gray/Pink/Brown or equivalent with various sqm 2153.00
pattern) patterns
11.29.2 Stone slab Area of slab upto 0.50 sqm
upto0.50sqm
11.29.2.1 Granite (fine Fine grained granite dark Black/dark Red/ White sqm 2455.00
grained) or equivalent with self design/ pattern/crystals of
other colors of glitter
11.29.2.2 Granite(coarse Coarsegrained granite dark Black/dark Red/ White sqm 2258.00
grained) or equivalent with self design/ pattern/crystals of
other colors of glitter
11.29.2.3 Granite (with Gray/Pink/Brown or equivalent with various sqm 2011.00
pattern) patterns

11.30 Granite flooring Providing and laying gang saw cut 30 mm thick,
30mm thick mirror polished pre moulded and pre polished
mirror polished machine cut granite stone of required size and
pre moulded 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 sand) including grouting
the joints with white cement mixed with matching
pigment, epoxy touch ups etc. complete as per
direction of Engineer-in-Charge. (area of slab
more than 0.50 sqm)

Civil Engineer Fieldwork Expert “SOR” Page 206

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
11.30.1 Granite (fine Fine grained granite dark Black/dark Red/ White sqm 3616.00
grained) or equivalent with self design/ pattern/crystals of
other colors of glitter

11.30.2 Granite(coarse Coarse grained granite light Black/light Red/ off sqm 3250.00
grained) White or equivalent with self design/
pattern/crystals of other colors of glitter

11.30.3 Granite (with Gray/Pink/Brown or equivalent with various sqm 2793.00

pattern) patterns

11.31 Deduction Deduct for not polishing granite flooring (item no sqm 130.00
11.29 & 11.30)
11.32 Granite polishing Add extra for polishing on granite work
11.32.1 Flame finish Flamed Finish Polish sqm 254.00

11.32.2 Leather finish Leather Finish Polish sqm 332.00

11.33 Granite work in Granite stone work 18mm thick of any colour in sqm 3413.00
riser steps, riser of steps, skirting, dado and pillars laid on 12
skirting, dado mm average thick cement mortar 1:3 (1 cement:3
and pillars sand) and jointed with white cement slurry mixed
with pigment to match the shade of slab.

11.34 Granite stone Providing and fixing 10x10x7.50 cm Granite sqm 2765.00
block paving stone block hand cut andchisel dressed on top, for
paving in floors, drains etc. laid over 20mm thick
base mortar 1:4 (1cement:4 sand) with joints
10mm wide filled with same mortar mixed with
matching pigment including ruled pointing etc.
complete as per direction of engineer-in charge.

11.35 Kota stone Kota stone slab flooring over 20 mm (average) sqm 930.00
flooring 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
sand) 25 mm thick.(Area of slab to be over 0.25
sqm)

11.36 Deduction for Deduction for using 20 mm thick slab instead of sqm 53.00
not using 25 mm 25 mm thick slab of kota stone in item no 11.35
thick stone

Civil Engineer Fieldwork Expert “SOR” Page 207

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
11.37 Kota stone in Kota stone slabs in risers of steps, skirting, dado
risers, skirting, and pillars laid on 12 mm (average) thick cement
dado and pillars 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.
11.37.1 10-12 mm thick 10-12 mm thick sqm 942.00
11.37.2 20 mm thick 20 mm thick sqm 994.00
11.38 Kota stone 40 Kota stone slab (area less than 0.5 sqm) rough sqm 640.00
mm chiseled chiseled dressed average 40 mm thick flooring for
dressed parking and open area of thickness over 20 mm
(average) thick base laid over and jointed with
grey cement slurry complete with base of cement
mortar 1:4 (1 Cement : 4 Sand)
11.39 Edge moulding Providing edge moulding to 18mm thick marble
of stone work stone counters, Vanities, window sills etc.
including machine polishing to edge to give high
gloss finish etc. complete as per design approved
by Engineer-in-Charge.
11.39.1 Marble work meter 160.00
11.39.2 Granite work. meter 269.00
11.40 Extra for marble Extra for fixing marble /granite stone over and meter 167.00
/granite stone in above corresponding basic item, in facia and
facia and drops drops of width upto 150 mm with epoxy resin
based adhesive including cleaning etc. complete.
11.41 Extra for Extra for providing opening of required size and each 232.00
providing shape for wash basins/ kitchen sink in kitchen
opening in platform, vanity counters and similar location in
marble/granite/st marble/Granite/stone work including necessary
one work holes for pillar taps etc. including moulding,
rubbing and polishing of cut edges etc. complete.
11.42 Mirror (glass) Mirror polishing on marble work/Granite sqm 164.00
polishing work/stone work wherever required to give high
gloss finish complete.
11.43 Fine dressed Fine dressed stone flooring over 20 mm (average)
stone flooring thick base of cement mortar 1:5 (1cement : 5
flush joints sand) with joints finished flush.
11.43.1 40 mm Red sand stone sqm 578.00
Red stone

Civil Engineer Fieldwork Expert “SOR” Page 208

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
11.43.2 40 mm White sand stone sqm 578.00
White stone
11.43.3 40mm Grey lime stone sqm 578.00
Lime stone
11.43.4 25 mm Kota stone sqm 678.00
Kota stone
11.44 Fine dressed 40 mm thick fine dressed stone flooring over 20
sand stone mm (average) thick base of cement mortar 1:5 (1
flooring with cement : 5 sand) including pointing with cement
joint pointing mortar 1:2 (1 cement : 2 sand) with an admixture
of pigment to match the shade of stone.
11.44.1 Red stone Red sand stone sqm 642.00
11.44.2 White stone White sand stone sqm 642.00
11.45 Machine rubbed 40 mm thick machine rubbed stone flooring over
sand stone 20 mm (average) thick base of cement mortar 1:5
flooring (1 cement :5 sand) with joints 3mm thick, side
buttered with cement mortar 1:2 (1 cement : 2
sand) mixed with pigment to match the shade of
stone and pointing with same mortar
11.45.1 Red stone Red sand stone sqm 709.00
11.45.2 White stone White sand stone sqm 709.00
11.46 Extra for nosing Extra for pre finished nosing in treads of steps of meter 39.00
Kota stone/ sand stone slab.
11.47 Extra for stone Extra for Kota stone/ sand stone in treads of steps sqm 10.00
work in stairs and risers using single length upto 1.05 metre.
11.48 Ceramic glazed Providing and laying Ceramic glazed floor tiles sqm 670.00
floor tiles 300x300 mm or more (having thickness 6 to
7mm) of 1st quality conforming to IS : 15622 of
approved make in any colours and shade laid on
20 mm thick Cement Mortar 1:4 (1 Cement : 4
sand) including pointing the joints with white
cement and matching pigment etc., complete.
11.49 Ceramic glazed Providing and fixing Ceramic glazed wall tiles sqm 776.00
wall tiles 300x450 mm or more (having thickness 6 to 7
mm) of 1st quality conforming to IS: 15622 of
approved make in all Colours& shades, except
burgundy, bottle green, black laid on 12mm thick
bed of Cement Mortar 1:3 (1 Cement: 3
sand)preprad same day when mortar is still green
jointed with grey cement slurry @3.3 kg per sqm
including pointing the joints with white cement
and matching pigments etc., complete.

Civil Engineer Fieldwork Expert “SOR” Page 209

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
11.50 Rectified Providing and laying rectified Glazed Ceramic sqm 644.00
ceramic floor floor tiles 300x300 mm or more (having thickness
tiles 9 to 10mm) of 1st quality conforming to IS :
15622 of approved make in all colours white,
ivory, grey, fume red brown laid on 20mm thick
cement mortar 1:4 (1 Cement : 4 sand) including
grouting the joints with white cement and
matching pigments etc., complete.
11.51 Rectified Providing and laying rectified Glazed Ceramic sqm 698.00
ceramic wall wall tiles 300x450 mm or more (thickness to be
tiles specified by the manufacturer) of 1st quality
conforming to IS : 15622 of approved make in all
colours white, ivory, grey, fume red brown laid on
12 mm thick cement mortar 1:3 (1 Cement : 3
sand) including grouting the joints with white
cement and matching pigments etc., complete.
11.52 Antiskid floor Providing and laying Antiskid floor tiles of any sqm 880.00
tiles (heavy sizes, 12 mm thickness with water absorption less
duty) 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 sand)
including grouting the joints with white cement
with matching pigments etc., complete.
11.53 Deduct for not Deduct for not grouting the joints with white sqm 8.00
grouting the cement and matching pigment in the items of
joints fixing of vitrified tiles.
11.54 Deduct for not Deduct for not using 20mm thick cement mortar sqm 359.00
using cement 1:4 (1 cement: 4 sand) bedding in laying of floor
mortar 1:4 tiles.
bedding for
flooring
11.55 Fixing tiles/ Fixing glazed/ Ceramic/Rectified/ Vitrified floor sqm 350.00
marble or granite tiles with cement based high polymer modified
stone in flooring, quick-set tile adhesive (Water based) conforming
skirkingdedo, to IS: 15477, in average 3mm thickness.
pillars
11.56 Tactile tile Providing and laying tactile tile (for vision impaired sqm 1307.00
persons as per standards) of size 300x300x9.8mm
having water absorption less than 0.05% and
conforming to IS: 15622 of approved make in all
colours and shades for outdoor floors such as
footpath, court yard, multi modals location etc., laid
on 20mm thick base of cement mortar 1:4 (1cement
: 4 sand) in all shapes and patterns including
grouting the joints with white cement mixed with
matching pigments etc. complete as per direction of
Engineer-in-Charge.

Civil Engineer Fieldwork Expert “SOR” Page 210

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
11.57 Glass mosaic Providing and fixing Glass mosaic tiles at finished sqm 1556.00
tiles plain wall surface of size 20 mm x 20 mm x 4 mm
in all colour, design, fixing in customize design as
per direction of Engineer-in- Charge. The glass
mosaic tiles to 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 operation, material and
required pattern approved by Engineer-in-Charge:
11.58 Turf paver Providing and laying 500x500x40mm thick Turf sqm 1457.00
paver on 150mm thick sub grade of compacted
bed of 20mm nominal size stone aggregate and
base course with 50mm thick sand and filling
joints with sand including spreading, well
ramming, consolidating and finishing smooth
etc. all complete as per direction of Engineer- in-
charge.
11.59 Acid and/ or Providing and fixing 10mm thick acid and/ or
alkali resistant alkali resistant tiles of approved make and colour
tiles using acid and/ or alkali resisting mortar bedding
and joints filled with acid and/ or alkali resisting
cement as per IS : 4457 complete as per the
direction of Engineer-in- Charge.
11.59.1 Flooring In flooring on a bed of 10 mm thick mortar 1:4 sqm 1262.00
(1 acid proof cement: 4 sand)Acid and alkali
resistant tile.
11.59.2 Dado/skirting In dado/skirting on 12 mm thick mortar 1:4 (1 sqm 1368.00
acid proof cement: 4 sand).Acid and alkali
resistant tile.
11.60 Tile work in 8 mm thick.stones Tile work in skirting, risers of
skirting, risers of steps and dado (upto 2 m height) over 12 mm
steps and dado thick bed of cement mortar 1:3 (1 cement :3 sand)
and jointed with grey cement slurry @ 3.3 kg/sqm
including pointing in white cement mixed with
pigment of matching shade complete.
11.60.1 Marble Marble tiles (polished) Raj Nagar. sqm 1119.00
11.60.2 Granite Granite tile of any colour /shade sqm 1524.00
11.61 Cramps in Providing and fixing cramps of required size and
RCC/CC/Brick shape in RCC/ CC /Stone/ Brick masonry backing
masonry with cement mortar 1:2 ( 1 cement :2 sand)
including drilling necessary hole in stones and
embedding the cramp in the hole (fastener to be
paid separately).

Civil Engineer Fieldwork Expert “SOR” Page 211

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
11.61.1 Gunmetal Gunmetal cramps. kg 589.00
11.61.2 S.S. Stainless steel cramps. kg 631.00
11.62 Expansion hold Providing and fixing expansion hold fasteners of
fasteners on C.C. wedge expansion type on C.C. / R.C.C./ Brick
/ R.C.C./ Brick masonry surface backing including drilling
masonry necessary holes and the cost of bolt etc complete.
11.62.1 6 mm. Fastener with threaded dia 6 mm. each 25.00
11.62.2 10 mm. Fastener with threaded dia 10 mm. each 29.00
11.62.3 12 mm. Fastener with threaded dia 12 mm. each 46.00
11.63 Stone slab in Providing and fixing stone slab table rubbed on
urinal partitions both faces edges rounded and polished of size as
required and 1.8 cm thick fixed in urinal partitions
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 sand: 4 graded stone aggregate 6 mm
nominal size) as per direction of Engineer-in-
charge and finished smooth.
11.63.1 White Agaria White Agaria Marble Stone. sqm 3046.00
11.63.2 Granite Stone Granite Stone of approved shade. sqm 3422.00

11.64 Removable Providing and fixing removable raised/false

raised/false access flooring with system and its components of
access flooring 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 100mmx100mmx3mm 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 upto50mm, locking and stabilizing the

Civil Engineer Fieldwork Expert “SOR” Page 212

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
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 upto1mm 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

Civil Engineer Fieldwork Expert “SOR” Page 213

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
side of the panel to ensure the quality of the
product.
11.64.1 300 mm Finished Floor Height (FFH) sqm 4002.00
11.64.2 450 mm Finished Floor Height (FFH). sqm 4044.00
11.65 Cement Providing and laying factory made coloured sqm 702.00
Concrete paver chamfered edge Cement Concrete paver
blocks blocks of required strength, thickness and
size/shape, made by table vibratory method
using PU mould, laid in required colour and
pattern over 50mm thick compacted bed of
stone dust, compacting and proper
embedding/laying of inter locking paver
blocks into the 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 including
locking edges with M 15 cement concrete in
footpath, parks, lawns, drive ways or light
traffic parking etc. complete as per
manufacturer's specifications and direction of
Engineerin- Charge. 60mm thick C.C. paver
block of M-35 grade with approved colour,
design and pattern.
11.66 Concrete Providing and laying factory made machine sqm 586.00
interlocking pressed precast cement concrete interlocking
paver block paver block of any shape and size conforming
to IS:15658- 2006 and ISI marked of 60 mm
thickness, M-30 grade with grey cement and
pigment all as specified. Made by block
making machine with strong vibratory
compaction, laid in required colour and
pattern over and including 50mm thick
compacted bed of stone dust, filling the joints
with sand etc. all complete as per the
direction of Engineer-in-Charge.
11.67 Epoxy flooring Providing Epoxy flooring self leveling type
self leveling on strong base in desired colour/design as
approved by Engineer-in-Charge. Resin for
epoxy is to be of floor grade type i/c
appropriate hardner and filler material. with 5
year defect liability period (This item is to be
used only for operation theaters in hospitals)
11.67.1 1 mm 1 mm thick sqm
1198.00

Civil Engineer Fieldwork Expert “SOR” Page 214

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
11.67.2 2 mm 2 mm thick sqm 1825.00
11.67.3 3 mm 3 mm thick sqm 2452.00
11.68 Heterogeneous Providing and fixing acoustic PVC (Poly Vinyl sqm 4221.00
3.25mm thick Flooring) EN (European Standard) over fiberglass mat
acoustic PVC PVC foam backing (EN 14904), total thickness is
vinyl flooring 3.25mm (EN 428/EN 427), wear layer is 0.85 mm
thick (EN 429), anti-bacterial and anti-fungus surface
treatment (sanitized), reinforced, total weight is
3240g/m2 approx. (EN 430), abrasion group T
(EN660-1,660-2), dimentional stability <0.10% (EN-
434), reaction to fire (EN 13501-1) Bfls1 on
fibrecement substrate, static indentation (EN 433:
0.12mm), castor chair test qualified –no damage (EN-
425), furniture leg test qualified (EN 424)-no damage,
underfoot comfort (EN 433) ≥ 0.40mm, impact sound
reduction(EN ISO 140-8,EN ISO 717-2
)Δlw19Db, acoustical improvement (NF S31- 074)-
class A, certficate NF UPEC.A+(NF 189) - registered,
no formaldehyde emission (EN 717-1), no
pentachlorophenol (EN 12673), 100% recyclable (eco-
friendly), includes 26% of recycled content, includes
52% natural product, low VOC emissions after 28days
of installation (lower than ≤100μg/m3), static
effect(EN ISO 846) - sanitized, chemical resistance
test qualified (EN-423)-high resistance, thermal and
underfloor heating test qualified (EN12524) - all vinyl
sheets must be linked crosswise with a continuous
copper strip and finally connected to earth for
grounding electrostatic electrical charges. Suitable and
slip resistant. Recommended to use in area like
Lecturer room, Conference room, Kids area, School,
colleges, Residential and all commercial official scope
etc.

11.69 Heterogeneous 2 Providing and fixing 2 mm thick heterogeneous PVC sqm 2218.00
mm thick Pvc (poly vinyl flooring) EN (European Standard) with
vinyl flooring wear layer is 0.55mm thick of PVC, total weight is
2300 g/m2 approx. PUR (polyurethane reinforced),
residual indentation approx.0.05 mm, castor wheel test
qualified, dimensional stability ≤0.10%, static
electrical charge <2kv, all vinyl sheets must be linked
crosswise with a continuous copper strip and finally
connected to earth for grounding
electrostatic electrical charges. good resistance to

Civil Engineer Fieldwork Expert “SOR” Page 215

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
scratch, slip, chemical and fire, doesn’t favour in
growth of fungi & bacteria. 100% recyclable (eco-
freindly). Low VOC emissions after 28days of
installation (lower than ≤10μg/m3). phthalate free
technology. directional in design.The floor finish
should termite free at the room perimeter passing
over a concealed cove forming and continuing up
on the wall upto100mm. Recommended to use in
area like Patient rooms , Doctor room Lecturer
room, Kids area, School, Colleges, Residential
and all commercial official scope etc.
11.70 Laminated Providing and fixing 8mm and above thick sqm 1758.00
wooden flooring laminated (wooden flooring) of AC4 and above
grade product of approved made out of core high
density fibre board (HDF), surface layer shall be
high preasure laminated treated for abrasion,
scratch, moisture protection, flame protection U.V
resistant, layer of acrylic resin, aluminium oxide
or similer layer having above properties, backing
under layer on min 2 mm thickness shall provide
as sound absorbent and moisture protection layer,
The seamless impregenated decorative layer of
specified size, design, colour and pettern, all
bonded together under high temperature and
pressure with eco-friendly. The material shall be
applicable warranty formaldehyde free, eco-
friendly and fully recyclable (eco-freindly) and
matching shed and excluding quantity of skirting
and profile.
11.71 Brick on edge Brick on edge flooring with bricks of class
flooring designation 7.5 on a bed of 12 mm cement mortar,
1:6 (1 cement : 6 sand) including filling the joints
with same mortar, with common burntclay non
modular bricks
11.71.1 100 mm 100 mm thick sqm 480.00
11.71.2 200 mm 200mm thick sqm 960.00
11.72 Chamfered edge Providing and laying factory made chamfered sqm 840.00
cement concrete edge Cement Concrete paver blocks of required
paver blocks colour strength, thickness pattern, surface texture
over (smooth/rough) and size/shape, conforming to
15658-2006 IS marked made by table vibratory
method using PU mould, laid in required colour
and pattern over 50mm thick compacted bed of

Civil Engineer Fieldwork Expert “SOR” Page 216

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
stone dust, compacting and proper embedding/
laying of inter locking paver blocks into the
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
including locking edges in 0.30 mm with
courtyards, porch with M 15 cement concrete in
footpath, parks, lawns, drive ways or light traffic
parking etc. complete as per manufacturer's
specifications and direction of Engineer-in-
Charge.
11.72.1 80mm thick 80 mm thick C.C. paver block of M-35 grade sqm 656.00
11.72.2 60mm thick 60 mm thick C.C. paver block of M-35 grade sqm 556.00
11.72.3 60mm thick 60 mm thick C.C. paver block of M-30 grade sqm 518.00
11.73 Kerb stone Providing and laying at or near ground level cum 6097.00
M-25 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 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).
11.74 Precast RCC Providing and fixing at or near ground level sqm 718.00
pavement slab 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(top &
bottom), 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
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.
11.75 Granite door Providing and fixing 16mm thick gang saw cut
frame mirror polished premoulded and prepolished
machine cut Granite of approved shade, colour
and texture of Granite Door frame. in cement
mortar 1:3 (1 cement :3 sand) including pointing
with an admixture of pigment to match the shade

Civil Engineer Fieldwork Expert “SOR” Page 217

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
including fixing of granite stone door frame with
epoxy resin based adhesive including secured to
the backing by means of cramps, drilling of hole
with rawl plugs and screws 75mm long cleaning
etc. complete. Including rubbing, curing,
moulding and polishing edges to give high glossy
finish and drilling of hole for fixing stainless steel
hings, aldrop, towerboltetc complete at all levels
as per instruction of Engineer-in-Charge.
11.75.1 100 mm wall Granite Door frame for 100mm thick wall metre 1010.00
Thickness.
11.75.2 200 mm wall Granite Door frame for 200mm thick wall metre 1512.00
Thickness.
11.76 Vitrified floor Providing and laying vitrified floor tiles (without
tiles nano soluble salt) or printed (with soluble salt) Nano
polished polished (Glossy finish) in different sizes with
water absorption less than 0.05% and conforming
to IS:15622 of approved make in all colours&
shades, 1st quality/ premium quality in flooring
laid on 20mm thick cement mortar 1:4 (1cement
:4sand) including grouting the joints with white
cement and matching pigments etc. complete
11.76.1 Light shade Plain ivory light shade sqm 950.00
Size 600X600mm thickness 9-10mm
11.76.2 Dark shade Dark shade (terracotta) sqm 1033.00
Size 600X600mm thickness 9-10mm
11.77 Vitrified floor Providing and laying vitrified floor tiles (without
tiles nano soluble salt) or printed (with soluble salt) Nano
polished skirting polished (Glossy finish) in different sizes with
water absorption less than 0.05% and conforming
to IS:15622 of approved make in all colours&
shades, 1st quality/ premium quality in skirting
laid on 12mm thick cement mortar 1:4(1cement
:4sand) including grouting the joints with white
cement and matching pigments etc. complete
11. 77.1 Plain ivory Plain ivory light shade sqm 940.00
Size 600X600mm thickness 9-10mm
11. 77.2 Dark shade Dark shade (terracotta) sqm 1022.00
Size 600X600mm thickness 9-10mm
11.78 Vitrified floor Providing and laying vitrified floor tiles
tiles multi Multi/Double charged (Minimum top layer
charged thickness 2.0mm) Neno Polished self design, in
different size with water absorption less than
0.05% and conforming to IS:15622 of approved

Civil Engineer Fieldwork Expert “SOR” Page 218

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
make in all colours& shades, quality/ premium
quality in flooring laid on 12mm thick cement
mortar 1:4(1cement :4sand) including grouting the
joints with white cement and matching pigments
etc. complete
11. 78.1 Light shade In light shade glossy/ rustic /stain finished
11. 78.1.1 600X600 Size 600X600 mm thickness 9-10 mm sqm 1104.00
11. 78.1.2 800X800 Size 800X800mm thickness 11-12mm sqm 1223.00
11. 78.1.3 800X1200 Size 800X1200 mm thickness 11-12mm sqm 1413.00
11. 78.2 Dark shade In dark shade glossy/ rustic /stain finished
11. 78.2.1 600X600 (a) Size 600X600 mm thickness 9-10 mm sqm 1169.00
11. 78.2.2 800X800 (b) Size 800X800mm thickness 11-12mm sqm 1295.00
11. 78.2.3 800X1200 (c) Size 800X1200 mm thickness 11-12mm sqm 1521.00
11.79 Vitrified floor Providing and laying vitrified floor tiles
tiles multi Multi/Double charged (Minimum top layer
charged tiles in thickness 2.0mm) Neno Polished self design, in
skirting different size with water absorption less than
0.05% and conforming to IS:15622 of approved
make in all colours& shades, 1st quality/ premium
quality in skirting laid on 12mm thick cement
mortar 1:4(1cement :4sand) including grouting the
joints with white cement and matching pigments
etc. complete
11. 79.1 Light shade In light shade glossy/ rustic /stain finished
11. 79.1.1 600X600 (a) Size 600X600 mm thickness 9-10 mm sqm 1093.00
11. 79.1.2 800X800 (b) Size 800X800mm thickness 11-12mm sqm 1212.00
11. 79.1.3 800X1200 (c) Size 800X1200 mm thickness 11-12mm sqm 1403.00
11. 79.2 Dark shade In dark shade glossy/rustic/stain finished
11. 79.2.1 600X600 (a) Size 600X600 mm thickness 9-10 mm sqm 1159.00
11. 79.2.2 800X800 (b) Size 800X800mm thickness 11-12mm sqm 1284.00
11. 79.2.3 800X1200 (c) Size 800X1200 mm thickness 11-12mm sqm 1510.00

11.80 Vitrified floor- Providing and laying vitrified floor-tiles Full

tiles full body Body Design Homogenous Body matt/rustic finish
in different size with water absorption less than

Civil Engineer Fieldwork Expert “SOR” Page 219

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
0.05% and conforming to IS:15622 of approved
make in all colours& shades, 1st quality/ premium
quality in flooring laid on 20mm thick cement
mortar 1:4(1cement :4sand) including grouting the
joints with white cement and matching pigments
etc. complete
11. 80.1 Light colour In light colour and shades as ivory, beige blanco,
grey etc.
11. 80.1.1 300X300 (a) Size 300X300 mm thickness 9-10 mm sqm 934.00
11. 80.1.2 600X600 (b) Size 600X600mm thickness 9-10mm sqm 1206.00
11. 80.1.3 600X600 (c) Size 600X600 mm thickness 11-12mm (to be sqm
used heavy duty indoor areas of non residencial
buildings only such as schools, hostels, libraries
hospitals, institutions, offices etc.) 1349.00
11. 80.2 Dark colour In dark colour and shade etc.
11. 80.2.1 300X300 (a) Size 300X300 mm thickness 9-10 mm sqm 946.00
11. 80.2.2 600X600 (b) Size 600X600mm thickness 9-10mm sqm 1340.00
11. 80.2.3 600X600 (c) Size 600X600 mm thickness 11-12mm (to be sqm 1546.00
used in heavy duty indoor areas of non residencial
buildings only such as schools, hostels, libraries
hospitals, institutions, offices etc.)
11.81 Vitrified floor- Providing and laying vitrified floor-tiles Full
tiles full body Body Design Homogenous Body matt/rustic finish
skirting, riser in different size with water absorption less than
0.05% and conforming to IS:15622 of approved
make in all colours& shades, 1st quality/ premium
quality in skirting, riser laid on 12mm thick
cement mortar 1:4(1cement :4sand) including
grouting the joints with white cement and
matching pigments etc. complete
11. 81.1 Light colour In light colour and shades as ivory, beige blanco,
grey etc.
11. 81.1.1 300X300 (a) Size 300X300 mm thickness 9-10 mm sqm 923.00
11. 81.1.2 600X600 (b) Size 600X600mm thickness 9-10mm sqm 1196.00
11. 81.2 Dark colour In dark colour and shades etc.
11. 81.2.1 300X300 (a) Size 300X300 mm thickness 9-10 mm sqm 935.00
11. 81.2.2 600X600 (b) Size 600X600mm thickness 9-10mm sqm 1329.00

Civil Engineer Fieldwork Expert “SOR” Page 220

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
11.82 Vitrified tiles Providing and laying digital print random
(PGVT)/(GVT) design(PGVT)/(GVT) vitrified tiles in different
sizes with water absorption less than 0.05% and
conforming to IS:15622 of approved make in all
colours& shades, 1st quality/ premium quality
including grouting the joints with white cement
and matching pigments etc. complete
11. 82.1 For floor For floor glossy/ rustic /stain/matt finished laid on
20mm thick cement mortar 1:4 (1 cement:4sand)
11. 82.1.1 600X600 Size 600X600 mm thickness 9-10 mm sqm 1140.00
11. 82.1.2 800X800 Size 800X800mm thickness 11-12mm sqm 1261.00
11. 82.1.3 600X1200 Size 600X1200 mm thickness 11-12mm sqm 1235.00
11. 82.1.4 800X1200 Size 800X1200 mm thickness 11-12mm sqm 1450.00
11. 82.2 For wall For wall stain / rustic finished laid on 12mm
(stain / rustic ) thick cement mortar 1:3 (1 cement:3sand)
prepared same day when mortar is still green i.e.
within 6 hours,
Size 300X600 mm thickness 9-10 mm sqm 968.00
11. 82.3 For wall For wall polished / Glossy finished laid on 12mm
(polished / thick cement mortar 1:3 (1 cement:3sand)
Glossy) prepared same day when mortar is still green i.e.
within 6 hours,
Size 300X600 mm thickness 9-10 mm sqm 1048.00
11.83 Vitrified tiles Providing and laying digital print random
(PGVT)/(GVT) design(PGVT)/(GVT) vitrified tiles in different
in skirting, riser sizes with water absorption less than 0.05% and
conforming to IS:15622 of approved make in all
colours& shades, 1st quality / premium in skirting,
riser laid our 12mm thick cement mortar 113
including grouting the joints with white cement
and matching pigments etc. complete
11. 83.1 For skirting For skirting, risers etc. glossy/ rustic /stain/matt
finished in all colours and shades
11. 83.1.1 600X600 Size 600X600 mm thickness 9-10 mm sqm 1129.00
11. 83.1.2 800X800 Size 800X800mm thickness 11-12mm sqm 1250.00
11. 83.1.3 600X1200 Size 600X1200 mm thickness 11-12mm sqm 1224.00
11. 83.1.4 800X1200 Size 800X1200 mm thickness 11-12mm sqm 1440.00

Civil Engineer Fieldwork Expert “SOR” Page 221

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
11.84 Granite work in Granite work gang saw cut (polished machine cut)
wall lining, of thickness 12 mm for wall lining, skirting, risers
skirting etc of steps and dado (veneer work), back filling with
a grout of average 12 mm thick in cement mortar
1:3 (1 Cement: 3 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
beaching by means of cramps, which shall be paid
for separately).
11. 84.1 Area more than Area of tiles not less 0.18 sqm
0.18 sqm
11. 84.1.1 Fine granite Fine granite dark Black/dark Red/ White with self sqm 2296.00
pattern design/ pattern/crystals of other colors of glitter
11. 84.1.2 Course granite Course granite light Black/light Red/ off White sqm 2113.00
patterns with crystals of other colors and various patterns
11. 84.1.3 Various patterns Gray/Pink/Brown with various patterns sqm 1879.00
11. Granite work in Providing and laying gang saw cut 12mm thick,
85 flooring mirror polished pre moulded (wherever required)
and pre polished machine cut granite stone of
required size and shape of approved shade, colour
and texture in flooring laid over 20mm thick base
of cemnt mortar 1:4(1cement:4sand) including
grouting the joints with white cement mixed with
matching pigments, epoxy touch ups etc. complete
as per direction of Engineer-in-Charge.
11. 85.1 Area more than Area of tiles not less 0.18 sqm
0.18 sqm
11. 85.1.1 Fine grained Fine grained granite dark Black/dark Red/ White sqm 1775.00
granite pattern with self design/ pattern/crystals of other colors of
glitter
11. 85.1.2 Coarse granite Coarse grained granite light Black/light Red/ off sqm 1610.00
patterns White with crystals of other colors and various
patterns

11. 85.1.3 Various patterns Gray/Pink/Brown with various patterns sqm 1404.00

Civil Engineer Fieldwork Expert “SOR” Page 222

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
11. 86 Artificial Providing and fixing artificial synthetic green long
synthetic green and fine yarns grass, UV/water resistant with SBR
grass latex backing eco-friendly durable high density 100 %
PP ( Poly Poplin ) anti UV fiber.denier 12000 dtex,
stich rate 18 stiches per 10cm, stich density 16800
stiches/m2, tufted weight 1830g/sqm approx.
11. 86.1 Artificial Roll size will be 25.00m X 2.00m (25mm thick)- weight sqm 2265.00
synthetic green 150kg- per roll.
grass – 25mm
thick
11. 86.2 Artificial Roll size will be 25.00m X 2.00m (40mm thick)- weight sqm 2656.00
synthetic green 180kg- per roll.
grass – 40mm
thick
11.87 Laminated Providing and fixing laminated (engineered wooden sqm 7459.00
(engineered flooring) of suitable thickness 10-14 mm of suitable
wooden flooring) grade category product of approved made out of core
10-14mm thick high density fibre board (HDF) &other component it
treated for abrasion ,scratch
,moisture protection, flame protection,U.V resistant.
backing under layer on min 2 mm thickness shall
provide as sound absorbent and moisture protection
layer .The Seamless impregenated decorative layer of
specified size. design, colour and pettern, all bonded
together under high temperature and pressure with eco-
friendly resins specified by the manufacturer .The
material shall be applicable warranty formaldehyde
free, eco friendly, highly recommended for high traffic
area and fully recyclable and matching shed and
excluding quantity of skirting and profile.
11.88 Homogeneous Providing and fixing single layer homogeneous (solid sqm 9801.00
(solid wooden wooden flooring) of suitable thickness 14 - 18 mm of
flooring)- 14- suitable grade category product of scratch protection,
18mm thick moisture protection, flame protection U.V. resistant,
backing under layer on min 2 mm thickness shall
provide as sound absorbent and moisture protection
layer of specified design,colour and pattern, all bonded
together under high temperature and pressure with eco-
friendly resins specified by the manufacturer
.The material shall be applicable warranty
formaldehyde free, eco friendly ,highly recommended
for high traffic area and fully

Civil Engineer Fieldwork Expert “SOR” Page 223

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
recyclable and matching shade and excluding
quantity of skirting and profile.
11.89 Carpet tile / Providing and fixing tuffed 1/10” loop pile (carpet sqm 3233.00
carpet tile / Carpet). EN (Euorpean Standard) size 50cm
x 50cm /roll Size of total thickness 5.5 mm and
above with total mass of 4100g/m2approx and
with polyester fleece primary backing with
standard dimensional stability with impact sound /
noise reduction and recommended for high traffic
acoustical area.
11.90 Stone plastic Providing and fixing spc (stone plastic composite) sqm 4230.00
composite (pvc virgin pvc water resistant proof vinyl flooring
vinyl flooring) with a thickness between 4 to 8mmuv coated layer
with a wear layer of 0.3 to 0.80mm with a SPC
core layer of 2.00 to 5.00 mm with a SOP of heat
resistant, voc free, easy to cut, anti microbial
protection in the form of tiles, planks helpful in
environmental of profection health.
11.91 Fine grain sand Providing and laying pre mirror polished/ pre
stone tile flooring polished fine grain machine cut sand stone tile
20 mm thick flooring 20mm thick (hardness should not be less
than 7 and water absorption should not be more
than 0.3%) of required size and shape of approved
shade, flooring in plazas open staircase and similar
locations, laid over 20 mm thick base of cement
mortar 1:4 (1 cement : 4 coarse sand) including
grouting the joint with white cement mix with
matching pigment etc. complete as per direction of
Engineer-in-Charge.
11. 91.1 300x300mm 300x300mm sqm 1182.00
11. 91.2 400x400mm 400x400mm sqm 1207.00
11. 91.3 600x600mm 600x600mm sqm 1328.00
11.92 Fine grain sand Providing and laying pre mirror polished/ pre sqm 1686.00
stone slab polished fine grain machine cut sand stone slab
flooring 20 mm flooring 20mm thick (hardness should not be less
than 7 and water absorption should not be more
thick than 0.3%) of required size of area more then .50
sqm and shape of approved shade, flooring in
plazas open staircase and similar locations, laid
over 20mm thick base of cement mortar 1:4
(1 cement : 4 coarse sand) including grouting the
joint with cement mix matching pigment etc.
complete as per direction of Engineer -in-Charge.

Civil Engineer Fieldwork Expert “SOR” Page 224

 CHAPTER – 12.0

Schedule of Rates
For
Roofing And Ceiling

Civil Engineer Fieldwork Expert “SOR” Page 225

 LIST OF BUREAU OF INDIAN STANDARD CODES

S.No. I.S. No. Subject

1. IS 73 Specification for paving Bitumen
2. IS 277 Galvanised steel sheets (plain and corrugated)
3 IS 651 Glazed stoneware pipes and fittings
4. IS 702 Specification for industrial bitumen
5. IS 1199 Methods of sampling and analysis of concrete
6. IS 1200 (Part-IX) Method of measurements of building and civil engineering works:
Part - 9 Roof covering ( including cladding)
7. IS 1200 (Part-X) Method of measurements of building and civil engineering works:
Part -10 ceiling and lining
8 IS 1230 Cast iron rain water pipes and fitting
9. IS 1367 (Part-13) Technical supply conditions for threaded steel fasteners pt.13 hot
dip galvanized coating on threaded fasteners
10 IS 2095 (Part-1) Gypsum plaster boards (Pt.1) plain Gypsum plaster boards
11. IS 2115 Code of practice for flat roof finish: mud phuska
12. IS 2633 Method of testing uniformity of coating on zinc coated articles
13. IS 2645 Specification for integral water proofing compounds for cement
mortar and concrete
14. IS 3007 (Part-1) Code of practice for laying of asbestos cement sheets: part- 1
corrugated sheets
15. IS 3007 (Part-2) Code of practice for laying of asbestos cement sheets part- 2 semi-
corrugated sheets
16. IS 3087 Particle boards of wood and other lignocellulogic materials
(medium density) for general purposes - specifications
17. IS 3144 Methods of test for mineral wool thermal insulation materials
18. IS 3346 Method of the determination of thermal conductivity of thermal
insulation materials
19. IS 3348 Specification for fibre insulation boards
20. IS 3384 Specification for bitumen primer for water proofing and damp
proofing
21. IS 4671 Expanded polystyrene for thermal insulation purposes
22 IS 5382 Specification for rubber sealing rings for gas mains, water mains
and sewers
23. IS 5688 Methods of test of performed block type and pipe covering type
thermal insulations
24. IS 6598 Cellular concrete for thermal insulation
25. IS 7193 Specification for glass fibre base coal tar pitch and bitumen felts
(Amendment I)
26. IS 8183 Bonded mineral wool
27. IS 10192 Specifications for synthetic resin bonded glass fibre (SRBGF) for
electrical purposes.
28. IS 13592 Unplasticised polyvinyl chloride (UPVC) pipes for soil and Waste
discharge system for inside and outside building.
29. IS 14753 Specifications for polymethyl Methacrylate (PMMA) (Acrylic)
sheets
30 IS 14862 Fibre cement flat sheets – specifications
31 IS 14871 Specifications for products in fibre reinforced cement - Long
corrugated or Asymmetrical section sheets and fittings for roofing
and cladding.

Civil Engineer Fieldwork Expert “SOR” Page 226

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
12.1 Corrugated G.S. Providing corrugated G.S. sheet roofing
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 and
including a coat of approved steel primer
and two coats of approved paint on
overlapping of sheets 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.
12.1.1 1.00 mm thick 1.00mm thick with zinc coating not less sqm 1125.00
than 275gm/m²
12.1.2 0.80 mm thick 0.80mm thick with zinc coating not less sqm 893.00
than 275gm/m²
12.1.3 0.63 mm thick 0.63 mm thick with zinc coating not less sqm 746.00
than 275gm/m²
12.2 Straight cutting in Straight cutting in G.S. sheet of any meter 35.00
G.S. sheet roofing thickness roofing for making opening of
area exceeding 40 sq. decimetre for
chimney stacks, sky light etc.
12.3 Circular cutting in Extra for circular cutting in C.G.S. sheet meter 180.00
G.S. sheet roofing of any thickness roofing for making
opening of area exceeding 40 square
decimetre :
12.4 G.S.Sheet ridges Providing ridges or hips of width 60 cm
or hips over all 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 0.80mm thick 0.80mm thick with zinc coating not less meter 520.00
than 275gm/m²
12.4.2 0.63mm thick 0.63mm thick with zinc coating not less meter 461.00
than 275gm/m²
12.5 G.S. valleys Providing valleys of 90cm wide overall in meter 999.00
plain G.S. sheet fixed with polymer
coated J or L hooks, bolts and nuts 8mm
dia. G.I. limpet and bitumen
washers complete. 1.60 mm thick with
zinc coating not less than 350gm/m²

Civil Engineer Fieldwork Expert “SOR” Page 227

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
12.6 Plain G.S. sheet Providing and Fixing of 40 cm over all meter 375.00
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 sand). 1.00mm thick with zinc
coating not less than 275gm/m²
12.7 Semicircular plain Providing and fixing 15 cm wide 45
G.S. sheet gutter cm over all semicircular plain G.S.
sheet gutter with iron brackets
40x3mm size, bolts, nuts and washers
etc. including making necessary
connections with rain water pipes
complete.
12.7.1 0.80mm thick 0.80mm thick with zinc coating not meter 489.00
less than 275gm/m²
12.7.2 0.63mm thick 0.63mm thick with zinc coating not meter 462.00
less than 275gm/m²
12.8 Corrugated sheets Providing reinforced by organic fibres sqm 399.00
reinforced by and/or inorganic synthetic fibres
organic and/or cement 6 mm thick corrugated sheets
inorganic synthetic (as per IS: 14871) roofing up to any
fibres 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 Straight cutting in Extra for straight cutting in reinforced meter 29.00
Corrugated sheets by organic fibres and/or inorganic
reinforced by synthetic fibres cement corrugated,
organic and/or semi corrugated 6 mm thick sheet
inorganic synthetic roofing for making openings of area
fibres exceeding 40 square decimeter for
chimney stacks, skylights etc..
12.10 Circular cutting in Extra for circular cutting in reinforced meter 69.00
Corrugated sheets by organic fibres and/or inorganic
reinforced by synthetic fibres cement corrugated/
organic and/or semi corrugated 6 mm thick sheet
inorganic synthetic roofing for making openings of area
fibres exceeding 40 square decimeter.

Civil Engineer Fieldwork Expert “SOR” Page 228

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
12.11 Extra for wind ties Extra for providing and fixing wind meter 141.00
ties of 40x 6 mm flat iron section.
12.12 Ridges and hips in Providing and fixing ridges and hips
Corrugated sheets in fibre cement reinforced by organic
reinforced by fibres and/or inorganic synthetic fibres
organic and/or roofing with suitable fixing
inorganic synthetic accessories or self drilling fastener and
fibres EPDM washer etc. complete.
12.12.1 Serrated adjustable Corrugated serrated adjustable ridges meter
ridge 369.00
12.12.2 Plain Plain wing adjustable ridges meter 361.00
12.12.3 Close fitting Close fitting adjustable ridges meter 460.00
12.12.4 Unserrated Unserrated adjustable hips meter 556.00
12.13 Corrugated sheets Providing and fixing fibre cement
reinforced by reinforced by organic fibres and/or
organic and/or inorganic synthetic fibres roofing
inorganic synthetic accessories in all colours with polymer
fibres cement coated J or L hooks, bolts and nuts and
roofing 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 Apron Corrugated apron pieces meter 350.00
12.13.2 Eave filler Eave's filler pieces meter 262.00
12.13.3 North light North light curves meter 550.00
12.13.4 Ventilator ventilator curves meter 662.00
12.13.5 Barge Barge boards meter 653.00
12.13.6 Ridge Ridge finials pair 259.00
12.13.7 Special north Special north light curves each 783.00
12.13.8 S-type S type louvers meter 468.00
12.14 Flat iron brackets Providing flat iron brackets 50x3mm meter 69.00
size with necessary bolts, nuts and
washers etc. for fixing G.S. sheets
gutters with purlins.
12.15 Precoated G.I. Providing and fixing precoated sqm 662.00
profile sheets galvanised iron profile sheets (size,
shape and pitch of corrugation as
approved by Engineer-in-charge) 0.50
mm + 0.05 %, total coated thickness
with zinc coating 120 gsm as per IS:
277 in 240 mpa steel grade, 5-7

Civil Engineer Fieldwork Expert “SOR” Page 229

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
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 while 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 55mm) 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.
12.16 Precoated G.S. Providing and fixing precoated
sheet roofing galvanised steel sheet roofing
accessories 0.50 mm + 0.05 % total
coated thickness, Zinc coating 120gsm
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 :
12.16.1 Ridge Ridges plain (500 - 600mm). meter 350.00

12.16.2 Flashing Flashings/ Aprons.( Upto 600 mm) meter 294.00

12.16.3 North light North light curves. meter 361.00

12.16.4 Barge board Barge board (Upto 300 mm) meter 294.00

12.16.5 Crimp curve Crimp curve sqm 355.00

12.16.6 Gutter Gutter. (600 mm over all girth) meter 791.00

Civil Engineer Fieldwork Expert “SOR” Page 230

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
12.17 UV stabilized Providing & fixing UV stabilised
fibreglass fiberglass reinforced plastic sheet roofing
reinforced plastic up to any pitch, including fixing with
sheet roofing 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.
12.17.1 Corrugated 2mm thick corrugated (2.5" or 4.2" or 6") sqm 1131.00
or step-down (2"or 3"or 6") as
specified.
12.17.2 Flat 2mm thick flat. sqm 995.00
12.18 Sky lights in Providing and Fixing of sky lights
polycarbonate consisting of Multi cell/tight cell
panel Polycarbonate Panel System of approved
colour, 16 mm thick (minimum) having
uniform in color with an integral Tight-
Cell core constructed not to exceed
4mmx4mm in a cross section, Vertical
Standing Seam manufactured at both sides
of the panel. Snap-on connector to
interlock the panels shall have a grip- lock
double tooth locking mechanism to ensure
maximum uplift capability and shall be of
same color as that of panel. Panel shall be
factory sealed/end welded panels with
additional End-cap/Aluminium U- Profile
(mill finish) for ends. Panel shall be co-
extruded with special anti- glare
compound and UV protected. The full
system shall be fitted on MS purlins
perpendicular to direction of
sheeting with purlin spacing as

Civil Engineer Fieldwork Expert “SOR” Page 231

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
specified by Manufacturer.
The rate includes cost of all the
operations, labour and all materials
and tests (as applicable) involved such
as bolts nuts and screws etc. and
labour for cutting bending to required
profile, necessary scaffolding, hoisting
in position etc. for proper completion
of the work etc. complete as per
specification drawings and direction
of Engineer in charge. Finished
surface area of roofing fixed over steel
tubular structure shall be measured for
payment. MS tabular frame work shall
be measured separately for payment.
12.18.1 10mm thick 10mm thick sqm 3205.00
12.18.2 16mm thick 16mm thick sqm 3646.00
12.19 Sand stone slab for Providing sand stone slab 40 to 50 mm
roofing thick for roofing and laying them in
cement mortar 1 : 4 (1 cement : 4
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 sand ) complete :
12.19.1 Red stone Red sand stone slab sqm 461.00
12.19.2 White stone White sand stone slab : sqm 554.00
12.20 Painting top of Painting top of roofs with residual sqm 162.00
roofs with bitumen type petroleum bitumen of grade VG
Bitumen painting 10 of approved quality @ 17kg per 10
roofs
sqm impregnated with a coat of sand
at 60 cum per 10sqm including
cleaning the slab surface with brushes
and finally with a piece of cloth lightly
soaked in kerosene oil complete :

Civil Engineer Fieldwork Expert “SOR” Page 232

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
12.21 Two coats high Providing and applying two coats of sqm 259.00
albedo paint High Albedo paint having minimum
Solar Reflective Index (SRI) 108 (with
solar reflectance and 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 be 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., and 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.
12.22 Heat resistant Providing and fixing Heat Resistant sqm 1318.00
terrace tiles 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 : 4 sand) and
grouting the joints with mix of white
cement and 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.
12.23 Pressed clay tiles Providing and laying pressed clay tiles sqm 493.00
as pattern or roof (as per approved pattern 20 mm
(with mortar) nominal thickness and of approved
size) on roofs jointed with cement
mortar 1:4 (1 cement : 4 sand) mixed
with 2% integral water proofing
compound laid over a bed of 20 mm
thick cement mortar 1:4 (1 cement : 4
sand) and finished neat complete.

Civil Engineer Fieldwork Expert “SOR” Page 233

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
12.24 Mangalore tile on Providing and fixing on roof pressed sqm 285.00
roof (on steel clay tile (Mangalore tile) 20 mm
frame) nominal thickness and of approved
size and as per approved pattern on
steel frame work complete (steel
frame work to be paid separately)
12.25 Pressed clay tile Providing and laying on roof pressed sqm 165.00
Mangalore ridge clay tile ridge (Mangalore tile) of
(on steel frame) 20mm thickness of approved pattern
on steel frame work complete (steel
frame work to be paid separately)
12.26 Gola Providing gola 75x75 mm in cement meter 120.00
concrete 1:2:4 (1 cement : 2 sand : 4
stone aggregate 10mm and down
grade) including finishing with
cement mortar 1:3 (1 cement : 3 sand)
as per standard design : In 75x75mm
deep chase
12.27 Khurras Making khurras 45x45 cm (sunk area) each 166.00
with average minimum thickness of 5
cm cement concrete 1:2:4 (1 cement :
2 sand : 4 graded stone aggregate of
20 mm nominal size) over P.V.C.
sheet 1mx1mx400micron, finished
with 12mm cement plaster 1:3 (1
cement : 3 sand) and a coat of neat
cement rounding the edge and making
and finishing the outlet complete so as
to receive rain water/ spillage water on
roof in a sunk area and completely
rain out in a near perfect strain meter
motion into rain water pipe.
12.28 M.S. holder bat Providing and fixing M.S. holder bat
clamps clamps of approved design to C.I. or
S.C.I. rain water pipes embedded in
and including cement concrete blocks
10x10x10cm of Cement Concrete
1:2:4 mix (1 cement : 2 sand : 4
graded stone aggregate 20 mm
nominal size) and cost of cutting
holes and making good the walls etc.
12.28.1 100 mm 100 mm diameter each 117.00
12.28.2 150 mm 150 mm diameter each 122.00
12.29 Sand cast iron Providing and fixing ISI marked sand
pipes. cast iron rain water pipes.

Civil Engineer Fieldwork Expert “SOR” Page 234

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
12.29.1 100 mm 100 mm dia minimum wall thickness meter 891.00
5mm
12.29.2 150 mm 150 mm dia minimum wall thickness meter 1181.00
5mm
12.30 Lead caulked Providing lead caulked joints to sand
joints cast iron rain water pipes and fittings :
12.30.1 100 mm 100 mm dia. Pipe each 241.00
12.30.2 150 mm 150 mm dia. Pipe each 319.00
12.31 Sand cast iron rain Providing, fixing and embedding sand
water pipe cast iron accessories for rain water
accessories 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) :
12.31.1 Bend Sand cast iron bend :
12.31.1.1 100 mm 100 mm diameter each 490.00
12.31.1.2 150 mm 150 mm diameter each 393.00
12.31.2 plain shoes Sand cast iron plain shoes :
12.31.2.1 100 mm 100 mm diameter each 498.00
12.31.2.2 150 mm 150 mm diameter each 482.00
12.32 Unplasticised rigid Providing and fixing on wall face
PVC pipes Rigid Unplasticised rigid PVC (upvc)
Single socketed 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.
12.32.1 75 mm 75 mm diameter (minimum wall metre 146.00
thickness 1.8mm)
12.32.2 110 mm 110 mm diameter (minimum wall metre 248.00
thickness 2.2mm)
12.33 Unplasticised - Providing and fixing on wall face
UPVC fittings Unplasticised - UPVC 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.

Civil Engineer Fieldwork Expert “SOR” Page 235

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
12.33.1 Coupler Coupler
12.33.1.1 75 mm 75 mm (minimum wall thickness each 77.00
1.8mm)
12.33.1.2 110 mm 110 mm (minimum wall thickness each 112.00
2.2mm)
12.33.2 Push coupler Single push fit Coupler :
12.33.2.1 75 mm 75 mm (minimum wall thickness each 131.00
1.8mm)
12.33.2.2 110 mm 110 mm (minimum wall thickness each 104.00
2.2mm)
12.33.3 With door Single tee with door
12.33.3.1 75 mm 75x75x75 mm (minimum wall each 116.00
thickness 1.8mm)
12.33.3.2 110 mm 110x110x110 mm (minimum wall each 186.00
thickness 2.2mm)
12.33.4 Without door Single tee without door
12.33.4.1 75 mm 75x75x75 mm (minimum wall each 116.00
thickness 1.8mm)
12.33.4.2 110 mm 110x110x110 mm (minimum wall each 183.00
thickness 2.2mm)
12.33.5 Bend Bend 87.5°
12.33.5.1 75 mm 75 mm bend (minimum wall thickness each 88.00
1.8mm)
12.33.5.2 110 mm 110 mm bend (minimum wall each 122.00
thickness 2.2mm)
12.33.6 Shoe Shoe (Plain)
12.33.6.1 75 mm 75 mm Shoe (minimum wall thickness each 79.00
1.8mm)
12.33.6.2 110 mm 110 mm Shoe (minimum wall each 109.00
thickness 2.2mm)
12.34 UPVC pipe clips 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

Civil Engineer Fieldwork Expert “SOR” Page 236

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
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.
12.34.1 75 mm 75 mm (minimum wall thickness each 107.00
1.8mm)
12.34.2 110 mm 110 mm (minimum wall thickness each 104.00
2.2mm)
12.35 Cast iron grating Providing and fixing to the inlet each 53.00
to rain water pipes mouth of rain water pipe fixing cast
iron grating 15 cm diameter and
weighing not less than 440 grams.
12.36 PTMT grating to Providing and fixing to the inlet each 105.00
rain water pipes 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.
12.37 Rain water spout Providing and fixing 100 mm/110 mm
diameter and 60 cm long rain water
spout in cement mortar 1:4 (1 cement :
4 sand)
12.37.1 Stone ware Stone ware spout each 82.00
12.37.2 UPVC Upvc spout (Pipe dia.110 mm) each 48.00
12.58 Self-supported Providing and fixing of self-supported
mechanically mechanically seamed roofing system,
seamed steel sheet made of high quality steel, having 340
roofing system MPA yield strength, pre coated
galvalume sheet as per ASTM A 792
M of base metal thickness from 0.8
mm to 1.6mm (tolerance ± 0.02mm).
High grade steel sheet should have
55% aluminum and 45% zinc coating
by hot-dip process of minimum 25
micron on top side & 12 micron on
back side with epoxy primer and
polyester wash-coat as per AZM 150.
Roofing should be designed as per
ASCE 7-20 international building
code 2002. The analysis should
carried out for span and center arch –
rise considering the required live
load, wind load, dead load and the

Civil Engineer Fieldwork Expert “SOR” Page 237

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
seismic factor. The analysis should also
determine the thickness of steel and the
end reactions at the beam level. Shop
drawing of roofing system shall be
submitted by the contractor through the
consultant, and the same shall be checked
and approved by the department. The roof
panel formation shall be done as per the
required length and curvature using
hydraulic profile machine to give it the
trapezoidal shape in required curvature. In
this process the width of the sheet reduces
from 0.914 meter to
0.61 meter (tolerance ± 0.02m). The roof
panel shall be lifted using a suitable crane
and using a spreader bar and a sling
evenly placed to ensure no distortion of
the panels during lifting and placing. The
crane shall hold/support the panel till the
alignment is done and completed using a
plumb and a water tube and bolted into
beam. These curved panels have
interlocking formation and are crimped
together using mechanical seaming
machine which imposes a load of
approximately five tones to ensure the
seaming of required rigidity. After
seaming a clear epoxy lacquer is applied
on the inner side of panel end in 15cm
width to form a protective layer between
panel and concrete beam. These panels
are installed over water proof concrete
gutter –beams having beveled edge to
receive (support) curved panels. Beam
shall design for arch reaction and vertical
loads. Plaster shall not be applied on the
beam. Schmidt Hammer test of the
concrete should be carried out before
erection to ensure that the anchor bolt can
be securely fixed on support. In case of
steel structure a steel runner plate of 6mm
thickness and G.I. sheet gutter of suitable
size shall be provided for installation of
panels, G.I. anchor bolt of required sizes
and type with G.I.
washer and neoprene washers shall be

Civil Engineer Fieldwork Expert “SOR” Page 238

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
provided as per design. After
installation of panels, trapezoidal
voids are created between gutter–
beam and panels which should be
covered by a flashing fabricated or
brick masonry which is to be paid
separately. Area of this roof shall be
measured along the periphery on hem-
top between end to end of panels.
Ridge and valley shall not be taken in
to consideration for measuring length
transverse to periphery. The rate
includes supplying, fixing, loading
unloading, hire charges of all plants
machineries, anchors, fasteners,
washers, bolts, epoxy, paint and all
wastage etc. complete. Accessories
and fixtures like hangers/clamps for
installation of lighting /fixtures
/utility/ duct as per requirement and
ventilators, skylight can also be
provided at crown/ridge by making
cuts into the panels which is to be paid
separately. This item shall be executed
only by the agency which has all
required manufacturing machineries
and necessary expertise.
12.58.1 Span upto 15m Base metal thickness 0.8mm up to sqm 1798.00
span 15 meter
12.58.2 Span upto 18m Base metal thickness 0.9mm , up to sqm 1928.00
span 18 meter
12.58.3 Span upto 21m Base metal thickness 1.0 mm, up to sqm 1981.00
span 21 meter
12.58.4 Span upto 23m Base metal thickness 1.1 mm, up to sqm 2142.00
span 23 meter
12.58.5 Span upto 25m Base metal thickness 1.2mm, up to sqm 2182.00
span 25meter
12.58.6 Span upto 27m Base metal thickness 1.3 mm, up to sqm 2296.00
span 27 meter

Civil Engineer Fieldwork Expert “SOR” Page 239

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
12.58.7 Span upto 29m Base metal thickness 1.4mm, up to sqm 2478.00
span 29meter

12.58.8 Span upto 31m Base metal thickness 1.5 mm, up to sqm 2575.00
span 31 meter

12.58.9 Span upto 32m Base metal thickness 1.6 mm, up to sqm 2685.00
span 33 meter

12.58.10 Hangers Providing and fixing galvalume 1.0 each 65.00

mm thick clamps/hangers of size
75X140mm with saddle of 50mm dia,
riveted at one side and nut and bolt at
other side, to self-supported roofing
system by mechanical seaming to
suspend light fixture/cable stay/false
ceiling/duct etc., at their location
which should be planned earlier by
engineer-in-charge. Clamps shall be
fixed during seaming of panels.

12.58.11 Ventilator Providing and fixing advanced type each 9296.00

hurricane turbo ventilator to self-
supporting roof having neck dia
600mm made of aluminum having 24
nos vertical vanes made of aluminum
sheet. Ventilator should be fixed on 1
to 2mm thick G.I. ring which shall be
fixed on 2mm thick polycarbonate
sheet. Polycarbonate sheet shall have
foam tap or rubber gasket under and
over it and fixed by 1 to 2 mm thick
aluminum angle 25X25mm with self-
tapping screw to panels. All joints
shall be sealed by silicon. Rates i/c of
all material, labour fittings screw,
rings, foam tap, aluminum angles etc.
complete. Deduction shall not be
made for cutting area of self-supported
roof.

Civil Engineer Fieldwork Expert “SOR” Page 240

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
12.58.12 Sky-lights Providing and fixing of 2mm thick sqm 3500.00
polycarbonate sheet to self-supported
roofing system. The sheet shall have
tensile strength and elongation as per
ASTM D 638, refractive index as per
ASTM D 592, light transmission as per
ASTM D 1003 and specific gravity as per
STM D 792. Polycarbonate sheet shall
have foam tap or rubber gasket under and
over it and fixed by 1 to 2 mm thick
aluminum angle 25X25mm with self-
tapping screw to panels. All joints shall be
sealed by silicon. Rates include of all
material, labour, fittings, screw, foam tap,
aluminum angles etc. complete.
Deduction shall not be made for cutting
area of self-supported roof.
12.59 Three-dimensional Supply, fabrication and erection of three- kg 332.00
space frame steel dimensional space frame steel structure
structure consisting of support node, primary space
frame members, space notes nodes, bolts,
sleeves (nut), purlin stool, purlin etc. to
support roof sheet in plain or curved
shape. The space frame steel structure
shall be designed as per relevant IS codes
for earthquake, wind and all applicable
forces/load as per IS 875 and/or
International standard ASCE-7, AISC 89,
AISI 89 etc. and produced in compliance
with ISO 9001-2008 quality system.
The lowest point of space frame steel
structure shall be the support node
securely welded over a flange plate, made
of steel conforming to ASTM A36, fixed
securely on top of a well a designed
support shaft made of solid or hollow
Space frame nodes, which connect two or
more primary space frame members, are
solid spherical balls with internally
threaded holes and manufactured by hot
forging process

Civil Engineer Fieldwork Expert “SOR” Page 241

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
from medium carbon steel conforming to
BS EN 10083 Part-2. Primary space frame
member, which connects two nodes and
consists of well-designed hollow steel
pipe of suitable length, shall have steel
cones coaxially welded at both ends in
accordance with welding standards. Pipes
of primary space frame member shall be
type E (ERW/HFIW) and conforming to
ASTM A53, Grade A/B or IS 1239 Part I
or IS 1161. Last primary space frame
member shall have no coaxial steel cone
at the end but shall be provided with
galvanized plate. Coaxial steel cones
(conical tips) preassembled at ends of
primary space frame member shall
conform to ASTM A36/ BS EN 10083,
C-30 or
DIN St 37-2 standards as applicable.
Primary space frame member shall be hot
dip galvanized during manufacturing as
per ASTM A53
/ASTM A 123 as applicable with powder
coated finish. The space frame nodes
(except support nodes), fasteners, cones
and all threaded parts shall be electro-
galvanized finish. Average zinc coating
done (in factory) on space frame pipes
shall be 550 g /sqm (Approximate zinc
coating thickness 77 Microns) and shall
not be less than 400 g/sqm (Approximate
zinc coating thickness 56 microns). Bolts,
sleeves and cones shall be electro-
galvanized to ASTM B 633 Type 2, SC3.
Shop drawings along with structural
design analysis shall be provided by the
manufacturer for approval of the engineer
in charge. Rate shall include cost of
design, all material, all lifts, labour,
transport, storage, machines, tools and
plants, wastages, erection and installation
at site all necessary scaffolding etc.
necessary to provide finished product but
excluding cost of erection/
construction of support shaft and roof
sheet.

Civil Engineer Fieldwork Expert “SOR” Page 242

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
12.82 Deck sheet 0.8 mm Providing and fixing roofing consist of sqm 1383.00
thick 0.8 mm thick galvanized steel deck sheet
confirming to IS 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).
12.83 Roof tile underlay Providing and fixing in position roof tile sqm 1203.00
under lay using 12mm thick(minimum)
Moisture/fire
Resistance heavy duty fibre cement
board(High Pressure Steam Cured) Type
A,Category 4 conforming to IS
14862:2000, fixed on Steel frame work of
610mmx610mm or 610mmx1220mm grid
by counter sunk stainless screw @
300mm C/C all complete as per the
drawings. The boards are to be fixed on
the frame work in staggered manner
keeping a uniform gap of 2mm.Finally,
the roof tile like Shingles/Mangalorian
Tiles etc may be laid on the board
substrate by sealing the joints properly
with filler material or sealant to ensure no
leakage through joints. All complete as
per drawings, specification and as per
direction of Engineer-in-Charge.

Note - MS Section structure and roof tile

like Shingles/Mangalorian Tiles etc cost
will be paid seprately.
12.38 Thermal insulation Providing and fixing thermal insulation of sqm 494.00
under deck ceiling (under deck insulation) with Resin
(fibre glass wool) Bonded Fibre glass wool conforming to
IS: 8183 density 24kg/m3, 50mm 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.

Civil Engineer Fieldwork Expert “SOR” Page 243

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
12.39 Thermal insulation Providing and fixing thermal sqm 1101.00
over false ceiling insulation with Resin Bonded Fibre
(fibre glass wool) glass wool conforming to IS : 8183,
density 16kg/m3, 50mm thick,
wrapped in 200G Virgin Polythene
bags placed over existing false ceiling
and held in position by criss-crossing
GI wire.
12.40 Thermal insulation Thermal Insulation of roofing with
over false ceiling Expanded polystyrene fixed with
(expanded suitable adhesive to the false ceiling as
polystyrene) per the directions of the Engineer-in-
charge :
12.40.1 Type N With Type N - Normal 50 mm thick sqm 223.00
12.40.2 Type SE With Type SE - Self Extinguishing sqm 291.00
type 50 mm thick.
12.41 Thermal insulation Providing and laying thermal sqm 1236.00
over deck (p.u. insulation of roofing with 40 mm
foam) 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
sand : 4 stone aggregate 20 mm
nominal size) in chequered rough
finish, in panels of 2.5 mx2.5 m and
embedding with 24 G wire netting
and sealing the joints with
polymerized mastic, all complete as
per direction of Engineer-in-Charge.
12.42 Thermal insulation Providing and fixing thermal sqm 459.00
of wall insulation with Resin Bonded Fibre
(fibre glass wool) 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, rawl
plug and washers and held in position
by criss crossing GI wire etc. complete

Civil Engineer Fieldwork Expert “SOR” Page 244

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
as per directions of Engineer-in-
Charge.
12.43 Thermal insulation Providing and fixing thermal insulation of sqm 584.00
under deck ceiling (under deck insulation) with Resin
(rock wool) 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.
12.44 Thermal insulation Providing and fixing thermal insulation sqm 464.00
over false ceiling with Resin bonded rock wool conforming
(rock wool) 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.
12.45 Thermal insulation Providing and fixing thermal insulation sqm 458.00
of wall with Resin Bonded rock wool conforming
(rock wool) 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 and washers and held and in
position by criss cossing GI wire etc.
complete as per directions of Engineer-in-
Charge.
12.71 50 mm thick Supply and application of 48kg/m3 sqm 399.00
Rockwool density & 50 mm thick with a tolerance of
insulation for slab -2 + 6mm of Rockwool RB slabs unfaced
unfaced (Binder<3.5%); conforming to IS:
8183/ASTM C 612 latest edition with
amendments. Non- combustible when
tested as per BS 476 Part 4 or A1 when
tested as per EN: 13501. The product
should comply with BS476 Part 12. The
thermal conductivity should be<0.043
W/m.K at 100°C mean temperature and
the minimum density should be 70 Kg/cu-
m (+10%). chloride content should be <
10 ppm; water absorption
(partial immersion) 0.5kg/sqm

Civil Engineer Fieldwork Expert “SOR” Page 245

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
maximum as per BS 2972 Part 12 as per
manufacturers specification. The
maximum service temperature shall be
700°C. Shot content should be less than
2% for 500 microns & less than 10% for
250 microns when tested as per standard
IS 3144. Two random samples from each
supplied batch will be test for shot content
at the site. The melting point of the wool
shall be more than 1000°C and wool shall
be bio-soluble in accordance with EU
directive 127/2008 or similar. All Above
mentioned standard are as per latest
edition with amendments.
12.72 50 mm thick Supply & Application of Rockwool RB sqm 369.00
Rockwool under slab 48kg density, 50mm thick wrapped
deck insulation in 200G vergine polythene bags for
wrapped in partition, ceiling (Under Deck insulation)
polythene bags conforming to IS: 8183 with tolerance of -
2 +6mm of rock wool RB slabs
unfaced (Binder
<3.5%) conforming to IS: 8183/ASTM C
612 latest edition with amendments. Non-
combustible when tested as per BS 476
Part 4 or Al when tested per EN 13501.
The product should comply with BS 476
Part 12. The thermal conductivity should
be <
0.043 W/m.K at 100°C mean temperature
and the minimum density should be 70
Kg/m3 + 10%. Chloride content should be
< 10 ppm; Water absorption (partial
immersion) 0.5kg/m2 max as per BS 2972
Part 12 as per manufacturer specification.
The maximum service temperature shall
be 700°C. Shot content should be less
than 2% for 500 microns & less than 10%
for 250 microns when tested as per
standard IS 3144. Two random samples
from each supplied batch will
be test for shot content at the site. The

Civil Engineer Fieldwork Expert “SOR” Page 246

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
melting point of the wool shall be more
than 1000°C and wool shall be bio-soluble
in accordance with EU directive 127/2008
or similar. All Above mentioned standard
are as per latest edition with amendments.
12.73 50mm thick rock Supply & Application of Rockwool RB 2 sqm 497.00
wool slab with GI slab 64kg /m3, 50mm thick, with GI wire
wire netting 24 SWG; fixing for NRC Value
1.00 for Acoustics, thermal & fire purpose
conforming to and IS: 8133, IS: 8183 with
tolerance of -2 + 6mm of RB slabs
unfaced (Binder < 3.5%); conforming to
IS: 8183/ASTM C 612 latest edition with
amendments. Non-combustible when
tested as per BS 476 Part 4 or Al when
tested as per EN 13501. The product
should comply with BS 476 Part 12.The
thermal conductivity should bile 1 0.043
W/m.K at 100°C mean temperature and
the minimum density should be 70 kg/cu-
m (+ 10%). Chloride content should be <
10 ppm; Water absorption (partial
immersion) 0.5kg/sqm max as per BS
2972 Part 12 as per manufacturer's
specification. The maximum service
temperature shall be 700°C. Shot content
should be less than 2% for 500 microns &
less than 10% for 250 microns when
tested as per standard IS: 314. Two
random samples from each supplied batch
will be tested for shot content at the site.
The melting point of the wool shall be
more than 1000°C and wool shall be bio-
soluble in accordance with EU directive
127/2008 or similar. All Above mentioned
standard are as per latest edition with
amendments.
12.74 50 mm thick rock Supply & Application of Rockwool sqm 593.00
wool building roll building roll (1.1mx10m) 48kg

Civil Engineer Fieldwork Expert “SOR” Page 247

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
with aluminium density, 50mm thick with FSK (foil scrim
foil facing Kraft) aluminium foil facing for HVAC
duct & building underdeck purpose
conforming to IS: 8183, IS: 8183 and
IS:8183 a tolerance of -2 +6 mm of
Rockwool RB slabs unfaced (Binder <
3.5%) ; conforming to IS: 8183; /ASTM
C 612 latest edition with amendments.
Non-combustible when tested as per BS:
476 Part 4 or Al when tested as per EN:
13501. The product should comply with
BS: 476 Part 12. The thermal conductivity
should be< 0.943 w/m.k at 100°C mean
temperature and the minimum density
should be 70 Kg/m3 (+ 10%). Chloride
content should be < 10 ppm; water
absorption (partial immersion) 0.5kg/sqm
maximum as per BS: 2972 Part 12 as per
manufacturer's specification. The
maximum service temperature shall be
700°C. Shot content should be less than
2% for 500 microns & less than 10% for
250 microns when tested as per standard
IS: 3144. Two random samples from each
supplied batch will be test for shot content
at the site. The melting point of the wool
shall be more than 1000°C and it shall be
bio-soluble in accordance with EU
directive 127/2008 or similar. All Above
mentioned standard are as per latest
edition with amendments.
12.75 50 mm thick Supply & Application of Rockwool sqm 680.00
rockwool with Building Roll (1.1mX10m) 48kg density,
aluminium & glass 50mm thick with ALG (Alu & glass)
facing for under deck
mixture of Aluminium & glass facing for
insulation
building underdeck application below
metal sheet also conforming IS: 8183, IS:
8183 and IS: 8183 a tolerance of -
2+6mm of
rockwool RB slabs unfaced (Binder <

Civil Engineer Fieldwork Expert “SOR” Page 248

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
3.5%); conforming to IS: 8183/ASTM C
612 latest edition with amendments. Non-
combustible when tested as per BS 476
Part 4 or Al when tested as per EN 13501.
The product should comply with BS 476
Part 12. The thermal conductivity should
be < 0.943 W/m.K at 100°C mean
temperature and the minimum density
should be 70 Kg/m3 (+ 10%). Chloride
content should be < 10 ppm; water
absorption (partial immersion) 0.5kg/m2
maximum as per BS 2972 Part 12 as per
manufacturer's specification. The
maximum service temperature shall be
700°C. Shot content should be less than
2% for 500 microns & less than 10% for
250 microns when tested as per standard
IS: 3144. Two random samples from each
supplied batch will be test for shot content
at the site. The melting point of the wool
shall be more than 1000°C and wool shall
be bio-soluble in accordance with EU
directive 127/2008 or similar. All Above
mentioned standard are as per latest
edition with amendments.
12.76 12mm thick Providing and fixing of minimum 12mm
5 layered bubble- thick, 5 layered bubble Reflective thermal
reflective thermal insulation made of
insulation 12 microns aluminum foil with minimum
97% Reflectivity on both outer sides,
under both aluminum foil 4mm thick FR
bubble insulation with Low Emissivity -
0.032 (ASTM1371), Fire Class A (ASTM
E84) Surface Burning Characteristics-
Flame Spread Index (5) & Smoke
Developed Index
(50) shall be provided to hold 4mm
thick XLPE (Chemically Cross-

Civil Engineer Fieldwork Expert “SOR” Page 249

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
Linked Closed Cell Polyethylene Foam)
with fire characteristics conforming to BS
476 Part 6 Class “0”, Fire Propagation
having an index
(I) of 5.06 and sub-indices i1(2.71);
i2(1.65), i3(0.70) water vapour
transmission rate conforming to ASTM E
96-15 – 7.3 X 10^6 ng.hr/m², water
vapour permeance conforming to ASTM
E 96

15 – 0.2974, water vapour permeability

conforming to ASTM E 96-15 – 0.2433,
tensile strength conforming to ASTM D
3575-14 –
0.33 MPa, Elongation at break %
conforming to ASTM D 3575-14 – 171,
Fungus resistance conforming to ASTM C
1338-14 – No Fungal Growth, Bursting
strength conforming to ASTM D 774-
97(2007) – 5.7 kg/cm²in the density of 30
± 3 Kg/mat middle part of insulating
material. All five layers of insulation shall
be stick with each other by registered
manufacturer using hot process without
using any kind of adhesive. Insulation
shall be supplied in 1.10m wide roll width
with 50mm wide factory-made cuts at
both sides to joint another roll by using
general stapler in case of new shed and
adhesive in case of existing or self-
supported roof.
12.76.1 Over purlin & Fixing of insulation on new work by sqm 345.00
Below new metal laying horizontally on the purlins and
sheet perpendicular to the direction of purlins
and fixing by using self- tapping screws at
equal distance. Place and align the second
roll of insulation parallel to the first roll
and overlaps the adjacent rolls. After
Insulation is fixed over the purlins the
metal sheet
is placed over insulation and drilled

Civil Engineer Fieldwork Expert “SOR” Page 250

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
with self-tapping screws with purlins etc.
complete, including all material and
scaffolding.
12.76.2 Below purlin as Installation of insulation in Old Sheds sqm 487.00
under deck where the sheets have been already fixed
insulation of over the purlins so insulation shall be
existing roof using fixed under the purlins covering the roof
self-tapping screw bottom. Insulation roll to be unfolded at
the bottom of the purlin horizontally and
parallel to the roof and fixed by using the
self- tapping screw with a washer at equal
distance etc. Complete, including all
material and scaffolding.
12.76.3 Under deck Insulation of Self-Supported Roof shall be sqm 470.00
insulation of self- applied under the roofing by using stud
supporting roof welding to the self- supported roof at a
using stud distance not be more than 300 mm in both
directions. At each stud insulation roll
shall be pushed against the studs so that it
gets punctured and then non-returning
washer has to be applied at the stud etc.
complete, including all material and
scaffolding.
12.77 Providing and Providing and fixing 50 mm thick sqm 1363.00
fixing XPS board extruded polystyrene rigid insulation
for over-deck on board (XPS) of required size over- deck
ceiling surface on ceiling surface, complying with ASTM
C 578 - type VI, having thermal
conductivity of 0.0289 W/mK as per
ASTM C 518, compressive strength of >
350 kPa listed as per ASTM C 1621,
density of 34-36 kg/m³as per ASTM D
1622, water absorption < 1% by volume
as per
ASTM C 272, oxygen index of

Civil Engineer Fieldwork Expert “SOR” Page 251

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
minimum 24 as per ASTM D 2863
and Fire retardant property as per DIN
4102, Part 1. XPS board insulation
shall be laid over clean and leveled
RCC roof having proper slope and
waterproofing and shall be connected
by the ship-laps joints and bitumen
shall be applied over the joints and
HDPE film vapour barrier of
minimum 140 gsm (grams per square
metre) shall be laid over the XPS
board having minimum 75mm overlap
at the edges and reinforcement layer
of G.I. chicken mesh/Fibre mesh of
minimum 140 gsm shall be laid over
the HDPE film vapour barrier and
PCC layer of minimum 38mm with
preferred stone or pre-cast tiles shall
be laid over the XPS board with
suitable grouting including providing
pre-fabricated EPDM drain outlets
(Cement Screed casting shall be done
at the junction of roof and parapet
walls), all as per the directions of
Engineer-in-charge.

Civil Engineer Fieldwork Expert “SOR” Page 252

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
12.78 XPS board for Providing and fixing 50 mm thick sqm 786.00
underdeck
extruded polystyrene rigid insulation
application on
ceiling surface 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/m³as per ASTM D
1622, water absorption < 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 retardant 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
directions of Engineer-in-Charge.
12.46 False ceiling with Providing and fixing false ceiling at all
boards (G.I. grid height including providing and fixing of
suspension) 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 37mm, at 1200 mm centre
to centre, one flange fixed to the ceiling
with dash fastener 12.5 mm dia x 50mm
long with 6mm dia bolts,
other flange of cleat fixed to the angle

Civil Engineer Fieldwork Expert “SOR” Page 253

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
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
:

Civil Engineer Fieldwork Expert “SOR” Page 254

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
12.46.1 POP boards 10mm thick plaster of Paris (gypsum
anhydrous) sheet 10mm thick pop
board
12.46.1.1 Flat surfaces sqm 776.00
Flat surfaces
12.46.1.2 Curved surfaces Curved surfaces Sqm 758.00
12.46.1.3 Sunk or raised Sunk or raised mouldings sqm 195.00
mouldings
12.46.1.4 Extra for pop Extra for providing in the plaster of sqm per 69.00
ceiling Paris (Gypsum anhydrous) ceiling mtr
above 5 metre height from floor level. height
12.46.2 12.5 mm thick 12.5 mm thick tapered edge gypsum
gypsum board board
12.46.2.1 Plain gypsum Plain board conforming to IS: 2095- sqm 780.00
board Part I : 2011 (Board with BIS
certification marks).
12.46.2.2 Fire resistant Fire resistant Glass Reinforced sqm 866.00
gypsum board Gypsum (GRG) board conforming to
IS: 2095- (Part 3) : 1996 (Board with
BIS certification marks)
12.46.2.3 Moisture resistant Gypsum moisture resistant board. sqm 930.00
gypsum board.
12.46.2.4 Perforated gypsum Fully Perforated Gypsum Plaster sqm 1377.00
board backed with Board having approx. 15 % perforated
acoustical tissue area with perforation size and pattern
as approved by the Engineer-in-charge
and as per manufacturer's
specification, with all 4 side tapered
and backed by acoustical tissue with
NRC value not less than 0.60.
12.46.3 8 mm thick 8 mm thick Calcium Silicate Board sqm 1250.00
calcium silicate made with Calcareous and Siliceous
board materials reinforced with cellulose
fiber manufactured through
autoclaving process.
12.47 False ceiling tiles Providing and fixing tiled false ceiling
of approved of specified materials of size 595x595
material on inter mm in true horizontal level, suspended
locking metal grid on inter locking metal grid of hot
system dipped galvanized steel sections
( galvanized @ 120 grams/ sqm, both
side inclusive) consisting of main "T"
runner with suitably spaced joints to

Civil Engineer Fieldwork Expert “SOR” Page 255

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
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.
12.47.1 GI metal tiles GI Metal Ceiling Lay in plain Tegular sqm 1531.00
powder coated edge Global white color tiles of size
global white 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.

Civil Engineer Fieldwork Expert “SOR” Page 256

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
12.47.2 20% perforated GI GI Metal Ceiling Lay in perforated sqm 1653.00
metal tiles 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
thickness
60 microns (minimum), including factory
painted after bending and perforation, and
backed with a black Glass fiber acoustical
fleece.
12.47.3 PVC laminated 12.5 mm thick square edge PVC sqm 1104.00
Gypsum tiles 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
0.16mm thick fire retardant PVC film on
the face side and 12micron 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 ompletely sealed unit.
12.47.4 Perforated gypsum 12.5 mm thick fully Perforated Gypsum sqm 1264.00
tiles with glass wood Board tile made from plasterboard having
backing 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.
12.47.5 Glass fiber Glass fiber Acoustical Suspended Ceiling sqm 1961.00
acoustical tiles System with 16 mm thick tegular edge or
micro look edge tiles of size
595x595mm.The tiles should have
Humidity Resistance (RH) of 99%, NRC
0.5, Light Reflectance
≥83%, Thermal Conductivity k =
0.052 - 0.057 w/m K, Colour White,

Civil Engineer Fieldwork Expert “SOR” Page 257

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
Fire Performance UK Class 0 / Class 1
(BS 476 pt - 6 and7) in module size of
600 x 600 x 16mm with Bio Block
coating on the face of the tile, suitable
for Green Building application, with
Recycled content of 38 - 41%. The
Tile and Grid system used together
should carry a 15 year warranty.
12.47.6 8mm thick cement 8mm thick non-asbestos multipurpose sqm 766.00
bonded particle termite, fire & moisture resistance
board tile cement bonded particle board as per
IS: 14276, white primedcolour tiles of
size 595X595 mm.
12.47.7 6mm thick cement 6mm thick non-asbestos multipurpose sqm 560.00
bonded particle termite, fire & moisture resistance
board tile cement bonded particle board as per
IS: 14276, white primed colour tiles of
size 595X595 mm.
12.48 False ceiling tiles Providing and fixing GI Clip in Metal
on clip in/swing Ceiling System of 600x600 mm
down metal ceiling module which includes providing
system
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 300mm center
to centre, suspending the main C
carrier of size 10x38x10mm made of
G.I steel 0.7 mm thick from the soffit
and ceiling with help of soffit cleat
37x27x25x1.6 mm, rawl plugs of size
38x12 mm and C carrier suspension
clip and main carrier bracket at
1000mm c/c. Inverted triangle shaped
Spring Tee having height of 24 mm
and width of 34mm made of GI steel
0.45 mm thick is then fixed to the
main C carrier and in direction
perpendicular to it at 600mm centers
with help of suspension brackets.
Wherever the main C carrier and

Civil Engineer Fieldwork Expert “SOR” Page 258

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
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 in/swing
down tiles into
spring 'T' with
12.48.1 GI (Plain) GI Metal Ceiling Clip in /swing down sqm 1600.00
plain Beveled edge global white color
tiles of size 600x600 and 0.5mm thick
with 25mm 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.
12.48.2 G.I.metal tiles GI Metal Ceiling Clip in /swing down sqm 1728.00
20% perforated plain Beveled edge global white color
tiles of size 600x600 and 0.5mm thick
with 25mm 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.
12.49 Antibacterial metal Providing & Fixing of Unperforated sqm 2921.00
tile false ceiling on Antibacterial Metal Tile Ceiling System
rigid G.I. system comprising of Tile of 600mm wide and
600mm long manufactured out of 0.7mm
thick aluminium alloy 3105 with beveled
edge of 4.15mm width and height of
32mm. The Tile will be manufactured on
advanced equipment that includes several
levelling stages in the manufacturing
process by approved certified
manufacturers. Tile ends will be raised
with pips and stops to ensure positive
engagement into the spring to enable for
de-mounting of individual panels. The
Tile sides will be sufficiently high to
ensure a minimum deflection across
the length of Tile. All Tiles will be

Civil Engineer Fieldwork Expert “SOR” Page 259

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
bevel edged. The Tile shall be epoxy
polyester powder coating with
ANTIBAC in white colour which is in
compliant to rod directive. The Tile
shall be clipped into clip in rail of
0.5mm thick G.I. in form of a grid
system using a cross connector. The
clip in rail shall be supported from
slab by means of rigid Suspension of
4mm G.I.Road, Hold on Clamp with
Clip. (Rate include all materials and
labour).
12.50 False ceiling with Providing and fixing board ceiling of
board (frame work approved quality with necessary nails
to be paid etc. complete (frame work to be paid
separately) separately):
12.50.1 Insulating board 12mm thick insulating board
12.50.1.1 Natural colour Natural colour insulating board sqm 560..00
12.50.1.2 White face White face insulating board sqm 684.00
12.50.1.3 Flame retardant Flame retardant face insulating board sqm 750.00
12.50.2 3 layer particle Flat pressed 3 layer medium density sqm 683.00
board particle board or graded particle board
(Grade I) IS: 3087 12 mm thick
marked in ceiling with necessary nails
etc. complete
12.50.3 Cement board 6 mm thick plain Multipurpose sqm 468.00
Cement board ( High Pressure steam
cured ) as per IS : 14862, with suitable
screws for fibre cement board in
ceiling etc. complete
12.50.4 Heavy duty 6mm thick High Pressure Steam sqm 580.00
cement board Cured non asbestos, reinforced with
cellulose fibres,Moistur& fire
Resistance heavy duty fibre cement
board, Type A,Category 4 conforming
to IS 14862:2000.(for wet areas)

Civil Engineer Fieldwork Expert “SOR” Page 260

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
12.50.5 Decorative type 4 mm thick High Pressure Steam sqm 423.00
cement board Cured non asbestos, pre-painted, self-
embossed, designer cement
boardType B, Category 3 conforming
to IS 14862:2000 . of approved
texture,design patterns
12.51 Extra for circular Extra for Circular cutting and meter 160.00
cutting in board wastages in ceiling with: board only
ceiling (frame work) Natural colour insulating
12 mm thick board paid separately.
12.52 Extra for curved Extra for providing and fixing ceiling sqm 120.00
surfaces in narrow to curved surfaces in narrow widths
width
12.53 False ceiling Providing and fixing false ceiling with sqm 677.00
particle board on 12 mm thick plain/ semi perforated or
aluminium grid with design ceiling tiles of BWP type
system
phenol formaldehyde synthetic resin
bonded pressed particle board
conforming to IS:3087, finished with a
coat of aluminium primer on both
sides and edges including two coats of
synthetic enamel paint of approved
quality on exposed face, fixed to a
grid made out of anodised aluminium
(with 15 micron anodic coating) T-
sections 35 x15x1.5 mm size main
runners and cross runners 23.5x19x1.5
mm fixed to main runners placed 600
mm centre to centre both ways so as to
form a grid of 600 mm square. The
frame work shall be suspended from
ceiling by level adjusting hangers of 6
mm dia M.S rod fixed to roof slab by
means of ceiling cleats and dash
fastener. The suspenders shall be
placed 600 x 1200 mm centre to centre
including fixing to the frame with C.P
brass screws and applying a priming
coat of zinc chromate yellow primer
(aluminium frame work shall be paid
separately).

Civil Engineer Fieldwork Expert “SOR” Page 261

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
12.55 Colour coated Providing and Fixing colour coated profile sqm 440.00
profile sheet sheet of minimum 1015 mm effective
cover width and nominal
28.5 mm deep ribs with subtle square
fluting in the five pan at nominal 203 mm
centre-to-centre. The end rib shall be
designed for anti-capillary action, to avoid
any seepage of water through the lateral
overlap. The profile sheet of
0.5 mm thick, Hi-strength steel with min.
550 MPa yield strength, metallic hot dip
coated with Aluminium-Zinc alloy (55%
Aluminium, 45% Zinc) as per AS 1397 -
Zincalume AZ150 (Min. 150 gms/sq.mt
total on both sides) with steel quality paint
coat. The paint shall have a total coating
thickness of nominal 35 μm, comprising
of nominal 20 μm exterior coat on top
surface and nominal 5 μm reverse coat on
back surface over nominal 5 μm primer
coat on both surface. The sheet shall have
brand marking of the manufacturer giving
product details on the back of the sheet at
every 1 meter c/c for confirming genuinity
of the material. The sheet shall be fixed
using self- drilling /self-tapping screws of
size (5.5x 55mm) 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
12.54 Extra for acrylic Extra for providing 3 mm thick sqm 397.00
sheets in false translucent white acrylic plastic sheets of
ceiling in place of approved quality in false ceiling instead
particle board
of 12 mm thick plain or design particle
board ceiling tiles.

12.56 False ceiling Providing and fixing expanded

(thermacol) polystyrene (thermacol) false ceiling
(frame work to be paid separately) :

Civil Engineer Fieldwork Expert “SOR” Page 262

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
12.56.1 Type N With Type N - Normal 50 mm thick sqm 240.00
12.56.2 Type SE With Type SE - Self Extinguishing sqm 290.00
type 50 mm thick
12.57 False ceiling with Providing and fixing false ceiling with
fabric fabric fixing with nail etc. (frame work
and beading to be paid separately).
costing upto 70/- per metre, sqm 107.00
12.57.1 Standard fabric
Rs 70- 150 per meter sqm 180.00
12.57.2 Medium fabric
Upto 200 per meter sqm 235.00
12.57.3 Premium fabric

12.60 Perforated linear Providing and fixing perforated

panel aluminium Aluminium panel ceiling of white/ natural
metal ceiling with satin colour supplied by approved
manufacturers consisting of panel of
acoustics
standard size with bevel edge, panel
length up to 6 m, coil Coated on a
Continuous Paint Line suitable for Interior
application, double baked and roll formed
from enamelled corrosion resistance
aluminium alloy AA 5050 (Al. Mg) for
higher strength and good roll forming
characteristics. Aluminium panels shall be
chromatised for maximum bond between
metal and paint, enamelled twice under
high temperature, one side with a full
primer and finish coat the other side
(inner side) with a primer coating and
Skin Coat on a continuous paint line. The
panel shall be perforated Aluminium
panel having perforation of 2mm diameter
at a distance of 5mm centre to centre.
Non-woven textile (NWT) made of glass-
reinforced fibre glued over the perforation
at the back side of the panel for sound
absorption to provide noise reduction co
efficient upto 0.7 NRc. The Panels shall
abut each other with a narrow V grove.
Panel shall be clipped to a baked
enamelled aluminium panel carrier of
respective size in standard length of 5 mtr
made of doubled baked black
enamelled
aluminium alloy AA 5050 (Al. Mg)

Civil Engineer Fieldwork Expert “SOR” Page 263

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
with cut outs to hold the panels in a
module of 300mm closed at a distance of
1.4 mtr. Panel carrier shall be suspended
by means of G.I. threaded rod having 6
mm diameter at a distance of 1.5 mtr.
Actual distance of threaded rod/carrier
might vary and to be calculated based on
the actual drawing and site condition. The
Measurements shall be wall to wall
without any deductions for lights,
diffusers, columns etc.
12.60.1 300mm wide X30mm With panels of size 300mm wide X30mm sqm 3266.00
deep X 0.7mm thick deep X 0.7mm thick and panel carrier of
size 40.5mm wide X 62mm deep X
0.9mm thick
12.60.2 150mm wide X With panels of size 150mm wide X sqm 2562.00
15.5 mm deep X 15.5 mm deep X 0.5mm thick and panel
0.5mm thick carrier of size 32mm wide X 39mm deep
X 0.95mm thick
12.60.3 84mm wideX16mm With panels of size 84mm wideX16mm sqm 2738.00
deep X 0.5mm thick deep X 0.5mm thick and panel carrier of
size 62mm wide X 29mm deep X 0.95mm
thick
12.61 Un-perforated Providing and fixing un-perforated sqm 2853.00
aluminium panel Aluminium Panel ceiling Supplied by
ceiling approved manufacturers of standard
white/ natural satin shade consisting of
panel 30 mm/80mm/130mm/180mm wide
X 15 mm deep X 0.5mm /0.6mm thick
respectively, with square edges having
panel length up to 6 mtr, Coil Coated on a
Continuous Paint Line, Double baked and
roll formed from enamelled corrosion
resistance Aluminium alloy AA 5050
(Al.Mg) for higher strength and good roll
forming characteristics. Aluminium
panels shall be chromatised for maximum
bond between metal and paint, enamelled
twice under high temperature, one side
with full primer and finish coat, the other
side (inner side) with a primer coating
and skin
coat on a Continuous Paint Line. Panel

Civil Engineer Fieldwork Expert “SOR” Page 264

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
shall be clipped to a baked enamelled
Aluminium panel carrier of 62mm wide x
29mm deep made of 0.95mm thick in
standard length of 5 mtrs made of doubled
baked enamelled Aluminium alloy AA
5050 (Al. Mg) black with cut outs to hold
the panels in a module of 200 mm (width
of gap 20mm closed with recess profile)
and at a distance 1.4 mtrs. Recess Join
Profiles are made of enamelled aluminium
and shall be inserted in between the panel
on top of the panel flanges. The Carrier
shall be suspended by means of G.I.
suspension rod 4mm diameter, and a
Galvanised suspension spring clip at a
distance of 1.7mtrs centre to centre.
Actual distance of threaded rod/carrier
might vary and to be calculated based on
the actual drawing and site condition. The
Measurements shall be wall to wall
without any deductions for lights,
diffusers, columns etc.
12.62 U Baffle Providing and fixing U Baffle Aluminium
aluminium panel panel ceiling of different colors and finish
ceiling supplied by approved manufacturers,
consisting of panel size 50 mm width X
100 mm deep using
0.6 mm thick, panel length upto 4 mtr,
Coil Coated on a Continuous Paint Line,
Double baked and roll formed from
enamelled corrosion resistance
Aluminium alloy AA 3005 (Al. Mg) for
higher strength and good roll forming
characteristics. Aluminium panels shall be
chromatised for maximum bond between
metal and paint enamelled twice under
high temperature, Exposed side with a full
primer and finish coat on a Continuous
Paint Line. Panels shall be clipped to a
baked enamelled Aluminium carrier of 30
mm wide x 47 mm high x 0.5 mm thick,
Black Colour coated, one leg of the
carriers with cut outs to hold the panels in
a module of 150 mm. Panel carrier shall
be suspended by means of threaded

Civil Engineer Fieldwork Expert “SOR” Page 265

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
rod at a distance of 1.8 mtr c/c. Actual
distance of threaded rod/carrier might
vary and to be calculated based on the
actual drawing and site condition. The
measurements shall be wall to wall
without any deductions for lights,
diffuses, columns etc. As an option,
ceiling area above U Baffle can be painted
by the contractor in black colour or any
other colour as per the architect for better
aesthetics before fixing this system.
12.62.1 Standard white Standard White / Natural Satin Shade sqm 3089.00
12.62.2 Wooden finish Wooden Finish sqm 3955.00
12.63 False ceiling Supply & Fixing of perforated G.I false
perforated G.I tile or ceiling tile or plank using torsion spring
plank on torsion fixing system supplied by approved
spring system manufacturer comprising of tile of 600
mm wide and 600 mm long manufactured
out of 0.5 mm thick or plank of 600mm
wide and 1200 mm long manufactured out
of 0.6mm thick galvanised steel
perforated with 2 mm dia. at a distance of
5mm centre to centre. Non-woven felt
made of glass- reinforced fibre glued over
the perforation at the back side of panels
to provide noise reduction co efficient up
to 0.7 NRc. The metal ceiling panels shall
be downward accessible with a minimum
of four (4) torsion springs per panel. The
Plank will be manufactured on
advanced
CAD/CAM equipment that includes
several levelling stages in the
manufacturing process. Torsion Spring
panel with two side legs die formed and
two end legs die formed and punched to
receive torsion springs (min two springs
each end or side) for secure engagement
into Tee Grid main runners which are
factory punched to receive torsion
springs. Tiles will be square edged. The
Plank shall be Polyester powder coated
in white
colour (RAL 9010).The panels will be
pre-treated in latest Nano technology

Civil Engineer Fieldwork Expert “SOR” Page 266

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
process and electro statically powder
coated with automatic Caroni system and
cured with gas catalytic technology. Main
runners 24mm deep, inverted “Tee”
sections, 3.6m long, with factory punched
flanges to receive torsion spring
assembly. Main Tee on centre spacing to
match panel length. Cross runners 24 mm
deep, inverted “Tee” sections designed to
interlock in to web of main tee section on
designated spacing. Cross tee length to
match panel length. Cross tees are spaced
at a spacing of 600 mm on centre
maximum. The measurements shall be
wall to wall without any deductions for
lights, diffusers, columns etc.
12.63.1 0.5 mm thick Tile of 600 mm wide ,600 mm long and sqm 2421.00
0.5 mm thick
12.63.2 0.6mm thick Plank of 600mm wide ,1200 mm long and sqm 2477.00
0.6mm thick
12.64 Gypsum board Providing and fixing of composite sqm 2034.00
glass wool fiber perforated Gypsum board with Glass wool
panel Fiber panel of Size 595x595x25 mm with
10mm square Perforation tiles false
ceiling in true horizontal level suspended
on interlocking metal grid of hot dipped
galvanized steel section (Galvanized @
120 gms/sqm both sides inclusive)
consisting of main “T” runner with
suitably spaced joint to get required length
and of size 24x32 mm made from 0.30
mm thick (minimum) sheet spaced joints
to get required length and of size 24x26
mm made of 0.30 mm thick
(minimum)sheet spaced at 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 sheet to be interlocked
at middle of the 1200x600 mm panel to
form grids of 600x600 mm and wall
angle of size 24x24x0.4
mm and laying false ceiling tiles of
approved Perforation in the grid

Civil Engineer Fieldwork Expert “SOR” Page 267

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
including, wherever 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 plates of size 27x37x25x1.6 mm
fixed to ceiling with 12.50 mm dia and 40
mm long dash fasteners, 4 mm GI
adjustable rods with galvanized butterfly
level clips of size 85x30x0.80 mm spaced
@ 1200mm centre to centre along with
main T, bottom exposed width of 24mm
of all T-sections shall be pre- painted with
polyester paint all complete at all heights
as per specifications and drawings and as
directed by Engineer-in-Charge.
12.65 Acoustical Providing and fixing of Composite sqm 2216.00
composite ceiling perforated MDF board with Glass wool
panel (MDF with Fiber panel of Size 595x595x18 mm
Glass wool) 10mm Square Perforation tiles (Square
/Tegular Edge) false ceiling in true
horizontal level suspended on interlocking
metal grid of hot dipped galvanized steel
section (Galvanized @ 120 gms/sqm both
sides inclusive) consisting of main “T”
runner with suitably spaced joint to get
required length and of size 24x32 mm
made from 0.30 mm thick (minimum)
sheet spaced joints to get required length
and of size 24x26 mm made of 0.30 mm
thick (minimum)sheet spaced at 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 sheet to be interlocked
at middle of the 1200x600 mm panel to
form grids of 600x600 mm and wall angle
of size 24x24x0.4 mm and laying false
ceiling tiles of approved Perforation in the
grid including, wherever 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 plates of size

Civil Engineer Fieldwork Expert “SOR” Page 268

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
27x37x25x1.6 mm fixed to ceiling with
12.50 mm dia and 40 mm long dash
fasteners, 4 mm GI adjustable rods with
galvanized butterfly level clips of size
85x30x0.80 mm spaced @ 1200mm
centre to centre along with main T, bottom
exposed width of 24mm of all T-sections
shall be pre- painted with polyester paint
all complete at all heights as per
specifications and drawings and as
directed by Engineer-in-Charge.
12.66 Glass fibre tissue Providing and fixing of Perforated sqm 1440.00
faced ceiling panel Gypsum board with Acoustical Glass
Fiber Tissue faced panel of Size
595x595x12.5mm, Square 10mm
Perforation tiles (Square Edge) false
ceiling panels in true horizontal level
suspended on interlocking metal grid of
hot dipped galvanized steel section
(Galvanized @ 120 gms/sqm both sides
inclusive) consisting of main “T” runner
with suitably spaced joint to get required
length and of size 24x32 mm made from
0.30 mm thick (minimum) sheet spaced
joints to get required length and of size
24x26 mm made of
0.30 mm thick (minimum)sheet spaced at
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 sheet to be
interlocked at middle of the 1200x600 mm
panel to form grids of 600x600 mm and
wall angle of size 24x24x0.4 mm and
laying false ceiling tiles of approved
Perforation in the grid including, wherever
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 plates of size
27x37x25x1.6 mm fixed to ceiling with
12.50 mm dia and 40 mm long dash
fasteners, 4 mm GI adjustable rods with
galvanized butterfly level clips of size
85x30x0.80 mm spaced @ 1200mm
centre to centre along with
main T, bottom exposed width of

Civil Engineer Fieldwork Expert “SOR” Page 269

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
24mm of all T-sections shall be pre-
painted with polyester paint all complete
at all heights as per
specifications and drawings and as
directed by Engineer-in-Charge.
12.67 Light weight Providing and fixing false ceiling at all sqm 1493.00
calcium silicate heights with 15 mm thick integral
false ceiling tiles densified tegular edged non- cementitious
light weight calcium silicate false ceiling
tile 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 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
pecifications, drawing and as per
directions of the Engineer-in-Charge.

Civil Engineer Fieldwork Expert “SOR” Page 270

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
12.68 Light weight Providing and fixing false ceiling at sqm 1932.00
calcium silicate all heights with 15 mm thick integral
micro look edge densified micro look edged non-
false ceiling tiles cementitious light weight calcium
silicate false ceiling tile 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.

Civil Engineer Fieldwork Expert “SOR” Page 271

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
12.69 Light weight bio Providing and fixing false ceiling at all sqm 1709.00
safe calcium heights with 15 mm thick integral densified
silicate false mirolook edge with BIO SAFE coating as
ceiling tiles per ISO 7251:2005, ISO 20743:2007
and ISO 21527-
1:2008, making the tiles resistant to bacterial
growth in case of any external bacterial
contact made onto the surface of tiles, non-
cementitious light weight calcium silicate
false ceiling tile reinforced with fibre and
natural filler false ceiling tiles of Size
595x595 mm of approved texture, design,
patterns and perforation having NRC (Noise
Reduction Coefficient) of 0.10-0.20 for
plain & designer, 0.15 -
0.40 for pinhole texture and NRC 0.45
- 0.65 for fully perforated tiles as per IS
8225:1987, sound attenuation STA-
32 dB.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 0.050 to 0.052 W/m◦
KC as per ECBC Code 2007, weight 1.900
Kg to 2.100 Kg per tile, density 450 Kg/m³
in edge portion (thickness 15 mm) and 350
Kg/m³in central portion (thickness 10 mm),
50-52% recycled content including fly ash
and meets the GRIHA & SVAGRIHA
norms under the categories : GRIHA
V.2015 criterion:11&12,GRIHA V.3
criterion: 17&29 & SVAGRIHA
criterion:12 in true horizontal level metal T-
grid suspended on interlocking metal
powder coated T-Grid of hot dipped
galvanised iron section of 0.40 mm thick on
silhouette profile, rotary stitched double
webbed white with 6 mm reveal profile
(white/black), comprising of main-T runners
of size 15x42 mm 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 (galvanizing @

Civil Engineer Fieldwork Expert “SOR” Page 272

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
80 grams per sqm) i.e. 50 mm long, 12
mm outer diameter M-6 dash fasteners
with the help of Z cleat of 27x37x27x2
mm, 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 22x19x0.40 mm of length 3000 mm
to be fixed on periphery wall / partition
with the help of plastic rawl plugs at 450
mm centre to centre 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.
12.70 Light weight Providing and fixing in position wall sqm 1703.00
calcium silicate wall panelling at all heights with 15 mm thick
panelling tiles fully perforated square/butt edge light
weight calcium silicate panels/ tiles., non-
cementitious, reinforced with fibre and
natural filler, having NRC (Noise
Reduction Coefficient) of 0.10-0.20 for
plain and designer 0.15-
0.40 for pinhole texture and NRC 0.45-
0.65 for fully perforated tiles as per IS
8225:1987, sound attenuation STA-32db.
of 0.75 (minimum) as per IS 8225:1987,
Light Reflectance of 85% (minimum),
non-combustible as per BS:476 (part-4),
50-52% recycled content including fly
ash, fire performance as per BS:476 (part
6 &7), humidity resistance of 100%,
thermal conductivity 0.050 to 0.052 W/m.
KC as per ECBC Code 2007, weight
1.900 Kg to 2.100 Kg per tile, density 450
Kg/m3 in edge portion (thickness 15 mm)
and 350 Kg/m3 in central portion
(thickness 10 mm), 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 centre to centre in a floor and
ceiling channel section of
size 50 x 32mm fixed to the floor and
soffit at 600 mm centres using 12mm

Civil Engineer Fieldwork Expert “SOR” Page 273

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
dia, 40mm long wedge type expanded
zinc alloy dash fastener with 10 mm bolt.
This same channel is then to be fixed in
horizontal direction at 600mm centre to
centre so as to form a grid of 600mm x
600mm. Glass wool 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
fibre 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.
12.79 GRG (glass fibre Providing & fixing false ceiling at all
reinforced) heights with GRG (Glass Fibre Reinforced
gypsum false Gypsum) false ceiling tiles of Size
ceiling 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,
Noncombustible as per BS 476 (part 4)-
1970 and light reflectance of 85%
(minimum) to be laid 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
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

Civil Engineer Fieldwork Expert “SOR” Page 274

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
(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.
12.79.1 12mm thick With semi perforated 12mm thick micro sqm 1310.00
tegular edged GRG false ceiling tiles.
12.79.2 10mm thick With fully perforated 10mm thick square sqm 1407.00
edged GRG false ceiling tiles for sound
proof and acoustic.
12.80 Calcium silicate 15 Providing and Fixing 15 mm thick sqm 1296.00
mm thick tegular densified tegular edged eco friendly light
edged 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
387alvanized steel sections
(387alvanized387 @
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 x28 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

Civil Engineer Fieldwork Expert “SOR” Page 275

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
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 388alvani 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 388alvanized
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
Tsections shall be pre-painted with polyster
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 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
12.81 Mineral fiber Providing and fixing mineral fibre false
acoustic tiles 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

Civil Engineer Fieldwork Expert “SOR” Page 276

Item Sub Item Item Name Description Unit Rate
No. No. (In Rs.)
1 2 3 4 5 6
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@80gsm) 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
size24x24X3000 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.

12.81.1 16 mm thick With 16 mm thick beveled tegular sqm 1556.00

beveled edge mineral fibre false ceiling tile (NRC
0.55 to 0.6

12.81.2 20 mm thick With 20 mm thick beveled tegular sqm 1755.00

beveled edge mineral fibre false ceiling tile (NRC
0.7)

12.81.3 16 mm thick With 16 mm thick beveled tegular sqm 1634.00

Antimicrobial mineral fibre Antimicrobial false
ceiling tile confirming to ISO 5 (class
100 ) specifications

Civil Engineer Fieldwork Expert “SOR” Page 277

 CHAPTER – 13.0

Schedule of Rates
For
Plastering and Painting

Civil Engineer Fieldwork Expert “SOR” Page 278

 LIST OF BUREAU OF INDIAN STANDARD CODES

S.No. I.S. No. Subject

1. IS 16 (Part-I) Shellac : Part : I — Hand Made Shellac
IS 16(Part-II) Shellac : Part : II — Machine Made Shellac
2. IS 75 Linseed Oil Raw and Refined
3. IS 77 Linseed Oil Boiled For Paints
4. IS 102 Ready Mixed Paint, Brushing, Red Lead, Nonsetting, Priming
5. IS 104 Specification for Ready Mixed Paint, Brushing, Zinc Chrome, Priming
6. IS 109 Ready Mixed Paint, brushing, priming Plaster to Indian Standard
ColourNo.361, 631 White and off White
7. IS 117 Ready Mixed Paint, Brushing, Finishing Exterior, Semigloss for
GeneralPurposes to Indian Standards Colours.
8. IS 133 Enamel, Interior (a) Under Coating (b) Finishing
9. IS 137 Ready Mixed Paint, Brushing, Matt Or Egg Shell Flat, Finishing
Interior to Indian Standard Colour as required
10. IS 158 Ready Mixed Paint, Brushing, Bituminous Black, Lead Free, Acid,
Alkali and Heat Resisting
11. IS 217 Specification for Cut Back Bitumen
12. IS 218 Specification for Creosote and Anthracene Oil For Use As Wood
Preservatives
13. IS 290 Coal Tar Black Paint
14. IS 337 Varnish, Finishing Interior
15. IS 341 Black Japan, Types ‘A’, ‘B’ and ‘C’
16. IS 347 Varnish, Shellac for General Purposes
17. IS 348 French Polish
18. IS 419 Putty for Use On Window Frames
19. IS 427 Distemper, Dry Colour as Required
20. IS 428 Distemper, Oil Emulsion, Colour as Required
21. IS 524 Varnish, Finishing, Exterior, Synthetic Air Drying
22. IS 533 Gum Spirit of Turpentine (Oil of Turpentine)
23. IS 712 Specification For Building Limes
24. IS 1200 Method of Measurements of Building and Civil Engineering Works
(Part-XII) Part : XII — Plastering and Pointing
25. IS 1200 Method of Measurements of Building and Civil Engineering Works.
(Part-XIII) Part : XIII — White Washing, Colour Washing Distempering and
Painting of Building Surfaces
26. IS 1200 Methods of Measurements of Building and Civil Engineering Works
(Part-XV) Part : XV — Painting, Polishing, Varnishing etc
27. IS 2339 Aluminium Paint For General Purposes, in Dual Container
28. IS 2547 Gypsum Building Plasters Pt.II Premixed Light Weight Plasters
(Part-II)
29. IS 2932 Enamel, Synthetic, Exterior (a) Undercoating, (b) Finishing
30. IS 2933 Enamel, Exterior (a) Undercoating (b) Finishing
31. IS 5410 Cement Paint
32. IS 5411 Plastic Emulsion : Paint Part I For Interior Use
(Part-1)
33. IS 6278 Code of Practice For White Washing and Colour Washing

Civil Engineer Fieldwork Expert “SOR” Page 279

Item Sub Item Name Description Unit Rate
No. Item (InRs.)
1 2 3 4 5 6
13.1 12 mm cement plaster 12 mm cement plaster of mix :
13.1.1 1:4 1:4 (1 cement : 4 sand) sqm 169.00
13.1.2 1:6 1:6 (1 cement : 6 sand) sqm 148.00
13.2 15 mm cement plaster 15 mm cement plaster on the rough side
of single or half brick wall of mix
13.2.1 1:4 1:4 (1 cement : 4 sand) sqm 182.00
13.2.2 1:6 1:6 (1 cement : 6 sand) sqm 168.00
13.3 20 mm cement plaster 20 mm cement plaster of mix :
13.3.1 1:4 1:4 (1 cement : 4 sand) sqm 225.00
13.3.2 1:6 1:6 (1 cement : 6 sand) sqm 217.00
13.4 12 mm cement plaster 12 mm cement plaster finished with a
finished with a floating coat of neat cement of mix :
floating coat
13.4.1 1:3 1:3 (1 cement : 3 sand) sqm 211.00
13.4.2 1:4 1:4 (1 cement : 4 sand) sqm 195.00
13.5 15 mm cement plaster 15 mm cement plaster on rough side of
finished with a single or half brick wall finished with a
floating coat floating coat of neat cement of mix
13.5.1 1:3 1:3 (1 cement : 3 sand) sqm 217.00
13.5.2 1:4 1:4 (1 cement : 4 sand) sqm 203.00
13.6 18 mm cement plaster 18 mm cement plaster in two coats sqm 229.00
cm 1:5& 1:4 under layer 12 mm thick cement plaster
smooth finish 1:5 (1 cement : 5 sand) finished with a
top layer 6mm thick cement plaster 1:4
(1 cement : 4 sand).
13.7 18 mm cement plaster 18 mm cement plaster in two coats sqm 246.00
cm 1:5 & 1:3 under layer 12 mm thick cement plaster
rough finished with 1:5 (1 cement : 5 sand) and a top layer
sponge 6mm thick cement plaster 1:3 (1 cement
: 3 sand) finished rough with sponge.
13.8 6 mm cement plaster 6 mm cement plaster of mix : 1:3 (1 sqm 106.00
cement : 3 sand)
13.9 6 mm cement plaster 6 mm cement plaster 1:3 (1 cement : 3 sqm 181.00
with floating coat 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.

Civil Engineer Fieldwork Expert “SOR” Page 280

Item Sub Item Name Description Unit Rate
No. Item (InRs.)
1 2 3 4 5 6
13.10 Neat cement punning Neat cement punning sqm 30.00
13.11 22mm rough cast Rough cast plaster upto 10m height sqm 316.00
plaster above ground level with a mixture of
sand and gravel or crushed stone from
6mm to 10mm nominal size dashed
over and including the fresh plaster in
two layers, under layer 12mm cement
plaster 1:4 (1 cement: 4 sand) and top
layer 10mm cement plaster 1:3 (1
cement: 3 sand) mixed with 10% finely
grounded hydrated lime by volume of
cement. Finished with ordinary cement.
13.12 22 mmpebble dash Pebble dash plaster upto 10m height sqm 294.00
plaster above ground level with a mixture of
washed pebble or crushed stone 6mm to
12.5mm nominal size dashed over and
including fresh plaster in two layers
under layer 12mm cement plaster 1:4 (1
cement: 4 sand) and top layer 10mm
cement plaster with cement mortar 1:3
(1 cement: 3 sand) mixed with 10%
finely grounded hydrated lime by
volume of cement.
13.13 21mm sand faced Providing sand faced plaster upto sqm 324.00
plaster 10meter hight above ground level
concrete or brick masonry surfaces in
two coats, base coat of 13 mm thick in
cement mortar 1:4 (1 cement: 4 sand),
clearing the surface by combing it and
finishing coat of 8 mm. thick in cement
mortar 1:3 (1 cement: 3 sand) and
taking out surface grains by mechanical
arrangement or applying second coat by
mechanical means including cost of all
material, labour, and T and P including
all lead, lift and scaffolding etc.
complete.
13.14 Extra for water Extra for providing and mixing water per 89.00
proofing material in proofing material in cement plaster 50 kg
plaster work in proportion recommended by the cement
manufacturers. used in
the mix
13.15 Extra for plastering Extra for plastering
exterior/interior walls
height more than 10m

Civil Engineer Fieldwork Expert “SOR” Page 281

Item Sub Item Name Description Unit Rate
No. Item (InRs.)
1 2 3 4 5 6
13.15.1 Exterior walls Exterior walls of height more than 10 m sqm 37.00
from ground for every additional height
of 3 m or part thereof
13.15.2 Interior walls Interior walls of height more than 6 m sqm 19.00
from floor level for every additional
height of 3 m or part thereof
13.16 Extra for plastering Extra for plastering on circular work not
on circular work exceeding 6 m in radius:
13.16.1 One coat In one coat sqm 12.00
13.16.2 Two coat In two coats sqm 19.00
13.17 Extra for plastering Extra for plastering done on moulding
on moulding cornices cornices or architraves including neat
finish to line and level:
13.17.1 One coat In one coat sqm 168.00
13.17.2 Two coat In two coats sqm 260.00
13.18 Extra for plastering Extra for plastering Spherical, Groined
ceiling, Flewing soffits.
13.18.1 Spherical Spherical ceiling sqm 52.00
13.18.2 Groined Groined ceiling sqm 67.00
13.18.3 Flewing Flewing soffits sqm 38.00
13.19 25mm washed stone Washed stone grit plaster on exterior sqm 438.00
grit plaster on walls of height upto 10 M. above
exterior walls ground level in two layers, under layer
12mm cement plaster 1:4 (1 cement : 4
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
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).

Civil Engineer Fieldwork Expert “SOR” Page 282

 Item Sub Item Name Description Unit Rate
No. Item (InRs.)
1 2 3 4 5 6
13.20 Forming groove in Forming groove of uniform size 20 or meter 34.00
the top layer of 15 mm wide and 15 mm deep in the top
washed stone grit layer of washed stone grit plaster as per
plaster 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 :
13.21 Extra for grit plaster Extra for washed grit plaster on sqm 77.00
of height more than exterior/interior walls of height more
10m than 10m from ground/floor level for
every additional height of 3 m or part
thereof.
13.22 Extra for grit plaster Extra for washed stone grit plaster on sqm 66.00
on circular work 6m circular work not exceeding 6m in
in radius radius (in two coats).
13.23 Grooving stone Forming groove of uniform size from meter 79.00
gritplastered 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.
13.24 Extra for using white Extra for using white cement in place of sqm 134.00
cement ordinary cement in the top layer of the
item of washed stone grit plaster.
13.25 Premixed formulated Providing and applying 12 mm thick sqm 171.00
one coat gypsum (average) premixed formulated one coat
lightweight plaster gypsum lightweight plaster having
additives and light weight aggregates as
vermiculite/ perlite respectively
conforming to IS: 2547 (Part -1 and II)
1976, applied on hacked/ uneven
background such as bare brick/ block/
RCC work on walls and ceiling at all
floors and locations,excluding in wall
which may come in contact with
dampness finished in smooth line and
level etc. complete.

Civil Engineer Fieldwork Expert “SOR” Page 283

 Item Sub Item Name Description Unit Rate
No. Item (InRs.)
1 2 3 4 5 6
13.26 Addition of synthetic Extra for addition of synthetic Polyester per bag 66.00
polyester triangular triangular fibre of length 6mm, effective of 50 kg
fibre diameter 10-40 microns and specific gravity cement
of 1.34 to 1.40 in cement plaster/mortar by
using 125gms. Of synthetic Polyester
triangular fibre for 50 Kgs. cement used in
cement mortar as per directions of
Engineer-in-Charge.
13.27 Mesh in plaster Providing and fixing mesh in vertical and
horizontal junction of RCC and brick/AAC
work including scaffolding and all lead and
lift etc. complete
13.27.1 Chicken mesh in G.I. chicken mesh as per ISI specification Sqm 69.00
plaster and in the required width with 50mm long
Bombay nails before plastering upt 10
meter height.

13.27.2 Fibre mesh in Plaster Providing and fixing fibre mesh of 145 Sqm 55.00
GSM weight in required width with
cement mortar before plastering upto 10m
height.

13.28 12 mm thick plain 12 mm thick plain cement mortar bands in

cement mortar band cement mortar 1:4 (1 cement : 4 sand) :
13.28.1 Flush Flush Band cm per 2.00
m
13.28.2 Sunk Sunk Band cm per 2.00
m
13.28.3 Raised Raised Band cm per 2.00
m
13.28.4 Moulded Moulded Band cm per 4.00
m
13.29 18 mm thick plain 18 mm thick plain cement mortar band in
cement mortar band cement mortar 1:4 (1 cement : 4 sand):
13. 29.1 Flush Flush Band cm per 2.00
m
13. 29.2 Sunk Sunk Band cm per 3.00
m
13. 29.3 Raised Raised Band cm per 3.00
m
13. 29.4 Moulded Moulded Band cm per 5.00
m

Civil Engineer Fieldwork Expert “SOR” Page 284

 Item Sub Item Name Description Unit Rate
No. Item (InRs.)
1 2 3 4 5 6
13.30 18mm moulded 18 mm thick moulded cement mortar cm per 5.00
cement mortar band band in two coats under layer 12mm m
thick with cement mortar 1:5 (1 cement
: 5 sand) top layer 6mm thick with
cement mortar 1:4(1 cement : 4 sand).
13.31 Pointing on brick Pointing on brick work or brick flooring
work with cement mortar 1:3 (1 cement : 3
sand) :
13.31.1 Flush Flush / Ruled/ Struck or weathered sqm 70.00
pointing.
13.31.2 Raised Raised and cut pointing sqm 122.00
13.31.3 Sunk Sunk pointing sqm 89.00
13.32 Pointing on stone Pointing on stone work with cement
work mortar 1:3 (1 cement: 3 sand).
13.32.1 Flush Flush/ Ruled pointing sqm 96.00
13.32.2 Raised Raised and cut pointing sqm 172.00
13.33 Raised and cut Raised and cut pointing on stone work sqm 196.00
pointing on stone in white cement mortar 1:3 (1 white
work cement : 3 marble dust)
13.34 Flush pointing on Pointing on stone slab ceiling with sqm 56.00
stone slab ceiling cement mortar 1:2 (1 cement : 2 sand):
Flush/ Ruled pointing
13.35 Extra for pointing at Extra for pointing on walls on the sqm 5.00
height more than 10 outside/inside at height more than 10
m metre from ground/floor level for every
additional height of 3 m or part there of.
13.36 Broken glass on Providing and fixing broken glass in sqm 139.00
compound wall cement mortar 1.3 including cost of
mortar, over compound walls.
13.37 Writing board green Providing and fixing writing board
green writing with chalk (regular
modified polyster coated steel surface).
of sizes.

13.37.1 1200x1800mm size 1200mmx1800mm each 7536.00

13.37.2 1200x2400mm size 1200mmx2400mm each 9830.00
13.37.3 1200x3000mm size 1200mmx3000mm each 13126.00

Civil Engineer Fieldwork Expert “SOR” Page 285

 Item Sub Item Name Description Unit Rate
No. Item (InRs.)
1 2 3 4 5 6
13.38 POP putty Providing and applying plaster of paris sqm 87.00
putty of 2 mm thickness over plastered
surface to prepare the surface even and
smooth complete
13.39 POP punning Providing and applying plaster of paris sqm 140.00
punning of 10 mm average thickness
over plastered surface to prepare the
surface even and smooth complete.

13.40 Extra for lining out Extra for lining out plaster to imitate sqm 35.00
plaster to imitate stone or concrete blocks walling.
stone or concrete
blocks
13.41 White cement based Providing and applying white cement sqm 79.00
putty based putty of average thickness 1 mm,
of approved brand over the plastered
wall surface to prepare the surface even
and smooth i/c all cost of material,
labour and scaffold etc in all position
complete.
Note : Putty shall be applied only on the
internal walls, for application on the
exterior walls prior permission of
APD/Chief Engineer will be required.

13.42 Special putty in two Providing and applying special putty in sqm 59.00
coats two coats based materials varnish,
Belgium chalk, turpentine oil, white
paint, safeda including sand papering
for making the surface smooth for
applying any or vinyl paints including
all cost of material and labouretc
complete.

13.43 White washing with White washing with lime to give an sqm 18.00
lime even shade: New work (three or more
coats)

13.44 Colour washing Colour washing such as green, blue or sqm 19.00
buff to give an even shade: New work
(two or more coats) with a base coat of
white washing with lime.

Civil Engineer Fieldwork Expert “SOR” Page 286

 Item Sub Item Name Description Unit Rate
No. Item (InRs.)
1 2 3 4 5 6
13.45 Acrylic distemper Distempering with 1st quality acrylic sqm 79.00
distemper (ready mixed) having VOC
(Volatile Organic Compound) content
less than 50 grams/ltr of approved
manufacturer, of required shade and
colour complete, as per manufacturer's
specification. Two or more coat on new
work.
13.46 Plastic emulsion Wall painting by any mechanical or sqm 69.00
manual means with plastic emulsion
paint of approved brand and
manufacture to give an even shade: Two
or more coats on new work
13.47 Acrylic distemper Distempering by any mechanical or
manual means with 1st quality acrylic
distemper, 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.
13.47.1 One coat One coat. sqm 29.00
13.47.2 Two coat Two coats. sqm 39.00
13.48 Acrylic emulsion Wall painting by any mechanical or
manual means 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.
13.48.1 One coat One coat. sqm 39.00
13.48.2 Two coats Two coats. sqm 58.00
13.49 Acrylic emulsion Wall painting by any mechanical or sqm 96.00
paint manual means 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.

Civil Engineer Fieldwork Expert “SOR” Page 287

 Item Sub Item Name Description Unit Rate
No. Item (InRs.)
1 2 3 4 5 6
13.50 Water proofing Finishing walls by any mechanical or sqm 58.00
cement paint manual means with water proofing
cement paint of required shade:
New work (Two or more coats applied
@ 3.84 kg/10 sqm).
13.51 Textured exterior Finishing walls by only mechanical or sqm 142.00
paint manual means 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 exterior primer applied @
2.20kg/10 sqm.
13.52 Acrylic smooth paint Finishing walls by any mechanical or sqm 148.00
(exterior) manual means with Acrylic Smooth
exterior paint (Economy Exterior) of
required shade including all scaffolding.
New work (Two or more coat applied
@1.67ltr/10sqm over and including one
coat undiluted exterior waterproofing
coating @ 2.39 litre/10 sqm with crack
bridging ability of upto 0.5mm on
horizontal surfaces with an elongation
of 150% and water proofing of upto 3
bars on vertical surface
13.53 Premium acrylic Finishing walls by any mechanical or sqm 140.00
smooth exterior paint manual means with Premium Acrylic
(premium exterior) Smooth exterior paint (Premium
exterior) of required shade including all
scaffolding. New work (Two or more
coat applied @1.67ltr/10sqm over and
including one coat undiluted exterior
waterproofing coating @ 2.39 litre/10
sqm with crack bridging ability of upto
0.5mm on horizontal surfaces with an
elongation of 150% and water proofing
of upto 3 bars on vertical surface)
13.54 Deluxe multi surface Finishing walls by any mechanical or
paint manual means with Deluxe Multi
surface paint system for interiors and
exteriors using Primer as per
manufacturers specifications :

Civil Engineer Fieldwork Expert “SOR” Page 288

Item Sub Item Name Description Unit Rate
No. Item (InRs.)
1 2 3 4 5 6
13.54.1 Painting wood work Painting wood work with Deluxe Multi sqm 79.00
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
13.54.2 Painting steel work Painting Steel work with Deluxe Multi sqm 75.00
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.
13.54.3 Two or more coats Two or more coats applied on walls @ sqm 85.00
1.25 ltr/10 sqm. Over and including one
coat of Special primer applied @ 0.75
ltr / 10 sqm.
13.55 Silicon and acrylic Painting with silicon and acrylic
emulsion water emulsion based water thinnable sealer
thinnable sealer of approved brand and manufacture on
wet or patchy portion of plastered
surfaces:
13.55.1 One coat One coat sqm 66.00
13.55.2 Two coats Two coats sqm 121.00
13.56 Epoxy paint 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.
13.56.1 On steel On steel work sqm 119.00
13.56.2 On concrete On concrete work sqm 123.00
13.57 Synthetic emulsion Painting on G.S. sheet with synthetic sqm 65.00
Paint on G.S. sheet 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 mordant
solution.

Civil Engineer Fieldwork Expert “SOR” Page 289

 Item Sub Item Name Description Unit Rate
No. Item (InRs.)
1 2 3 4 5 6
13.58 Mordant solution on Applying a coat of mordant solution on
G.S. sheet G.S. sheet :
13.58.1 With copper acetate With a solution of 38 gms of copper sqm 29.00
acetate in a litre of soft water
13.58.2 With copper With a solution made of 13 gms of sqm 28.00
&aluminium hydrochloric acid in a solution of 13
gms each of copper chloride, copper
nitrate and ammonium chloride
dissolved in a litre of soft water.
13.59 Painting on rain Painting (two or more coats) on rain
water, soil, waste and water, soil, waste and vent pipes and
vent pipes with black fittings with black anticorrosive
bitumastic paint (new bitumastic paint approved brand and
work) manufacture over and including a
priming of ready mixed zinc chromate
yellow primer on new work :
13.59.1 75mm dia 75 mm diameter pipes meter 29.00
13.59.2 100 mm dia 100 mm diameter pipes meter 35.00
13.59.3 150 mm dia 150 mm diameter pipes meter 47.00
13.60 Pipe painting with Painting (two or more coats) on rain
synthetic enamel water, soil, waste and vent pipes and
paint (new work) fittings with synthetic enamel paint of
approved brand and manufacture and
required colour over a priming coat of
approved steel primer on new work.
13.60.1 75 mm 75 mm diameter pipes meter 25.00
13.60.2 100 mm 100 mm diameter pipes meter 39.00
13.60.3 150mm 150 mm diameter pipes meter 44.00
13.61 Wood preservative Painting with oil type wood preservative sqm 22.00
(New work) of approved brand and manufacture:
New work (two or more coats)
13.62 Fire retardant paint Providing and applying two coats of fire sqm 256.00
on wood & ply (New retardant paint on cleaned wood/ply
work) surface @ 3.5 sqm per litre per coat
including preparation of base surface as
per recommendations of manufacturer
to make the surface fire retardant.

Civil Engineer Fieldwork Expert “SOR” Page 290

 Item Sub Item Name Description Unit Rate
No. Item (InRs.)
1 2 3 4 5 6
13.63 Coal tarring Coal tarring two coats on new work sqm 35.00
using 0.16 and 0.12 litre coal tar per
sqm in the first coat and second coat
respectively.
13.64 Synthetic enamel Painting with synthetic enamel paint of sqm 63.00
paint on new work approved brand and manufacture to give
an even shade: Two or more coats on
new work.
13.65 Synthetic enamel Painting with synthetic enamel paint of sqm 87.00
paint over a under approved brand and manufacture of
coat 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 approved brand and
manufacture.
13.66 Synthetic enamel Painting with synthetic enamel paint,
paint, on old work having VOC (Volatile Organic
Compound) content less than 150
grams/ litre, of approved brand and
manufacture, including applying
additional coats wherever required to
achieve even shade and colour.
13.66.1 One coat. One coat. sqm 45.00
13.66.2 Two coats. Two coats. sqm 63.00
13.67 Primers Applying priming coats with primer of
approved brand and manufacture,
having low VOC (Volatile Organic
Compound) content.
13.67.1 On wood With ready mixed pink or grey primer sqm 38.00
on wood work (hard and soft wood)
having VOC content less than 50 grams/
litre.
13.67.2 On steel/iron With ready mixed red oxide zinc sqm 34.00
chromatic on steel/ iron works having
VOC content less than 250 grams/litre.
13.67.3 On wall With water thinnable cement primer on sqm 34.00
wall surface having VOC content less
than 50 grams/litre.

Civil Engineer Fieldwork Expert “SOR” Page 291

 Item Sub Item Name Description Unit Rate
No. Item (InRs.)
1 2 3 4 5 6
13.68 Aluminium paint Painting with aluminium paint of sqm 55.00
approved brand and manufacture to give
an even shade. Two or more coats on
new work.
13.69 Acid proof paint Painting with acid proof paint of sqm 68.00
approved brand and manufacture of
required colour to give an even shade:
Two or more coats on new work.
13.70 Anti-corrosive Painting with black anti-corrosive sqm 52.00
bitumastic paint bitumastic paint of approved brand and
manufacture to give an even shade: Two
or more coats on new work.
13.71 Floor enamel paint Floor painting with floor enamel paint sqm 72.00
of approved brand and manufacture of
required colour to give an even shade:
Two or more coats on new work
13.72 Varnish Varnishing with varnish of approved
brand and manufacture:
13.72.1 Copal varnish Two or more coats of glue sizing with sqm 87.00
copal varnish over an under coat of
flatting varnish.
13.72.2 Spar varnish Two or more coats glue sizing with spar sqm 88.00
varnish or an under coat of flatting
varnish.
13.73 French spirit French spirit polishing: Two or more sqm 135.00
polishing coats on new works including a coat of
wood filler.
13.74 Ready mixed wax Polishing on wood work with ready sqm 64.00
polish mixed wax polish of approved brand
and manufacture: New work.
13.75 Lacqer polishing Lacqer polishing on door windows by sqm 684.00
preparing the surface applying putty
base course. Prepare the surface smooth
by sand papering and then applying
lacqer polish with air compressor. Two
or more coats on new works including a
coat of wood filler.

Civil Engineer Fieldwork Expert “SOR” Page 292

 Item Sub Item Name Description Unit Rate
No. Item (InRs.)
1 2 3 4 5 6
13.76 Mealamine polishing Mealamine polishing on door windows by sqm 827.00
preparing the surface applying putty base
course. Prepare the surface smooth by sand
papering and then applying mealamine
polish with air compressor. Two or more
coats on new works including a coat of
wood filler.
13.77 Wax Polishing Floor polishing on masonry or concrete sqm 35.00
floors with wax polish of approved brand
and manufacture.
13.78 Lettering Lettering with black Japan paint of approved per letter 1.45
per cm
brand and manufacture.
height
13.79 Flakes textured wall Providing and applying flakes textured sqm 572.00
finishing
homogeneous wall finishing system
consisting of a two component system of
dry flakes (9.5kgs per/pack) made of a
special grade of heat treated China clay
with rigid homopolymer coated with fade
resistant pigments and a 100% acrylic
polymer Bonding agent (5kgs/pack) applied
thickness of the coating being between 0.8-
1.2mm, to be applied in single coat, on a
cured, smooth level plaster surface without
keying, as per the shades/ combinations
approved, as per manufacturers directions
for usage, to be applied by approved
applicator of manufacturer, as per direction/
supervision of the engineers-in-charge
inclusive of one coat of primer on the base
at all heights
etc all complete.

Civil Engineer Fieldwork Expert “SOR” Page 293

 Item Sub Item Name Description Unit Rate
No. Item (InRs.)
1 2 3 4 5 6
13.80 Granular wall Providing and applying Granules
finishing homogeneous wall finishing system
consisting of a two component system
of dry granules (25 kgs/pack) made of
92% silica particles coated with fade
resistant pigments and a 100% acrylic
Polymer Bonding agent (5 kgs/pack)
with the applied thickness of coating as
required to be applied in single coat, on
a cured. Smooth level plaster surface
without keying as per the
shades/combinations approved. As per
the manufacturers directions for usage,
to be applied by approved applicator of
manufacturer, as per the
directions/supervision of engineers in
charge, all complete inclusive of primer
on the base.
13.80.1 0.8-1.2mm thick 0.8-1.2mm thickness sqm 298.00
13.80.2 2.0-2.5mm thick 2.0-2.5mm thickness sqm 348.00
13.81 Roto wall finishing Providing and Applying Roto Wall sqm 334.00
finishing system being a dispersion of
inorganic fillers, calcite, pure silica,
quartz and broad spectrum fungicides
stabilized by an acrylic co-polymer, to
be applied by means of customized
trowels (one for incorporating material
on base and spreading and other for
finishing) in single coat with a coating
thickness of 2.0-2-2.5mm on a cured
smooth level plaster without keying, by
the approved applicator of
manufacturer, of the approved shade as
per directions for usage all inclusive
including primer coat on the base.
13.82 Polymer modified Providing and plastering over AAC
cement based plaster masonary wall with polymer modified
cement based readymix factory
controlled mortar with self curing, eco-
friendly, wet premix in a mechanical
mixer in thickness as specified below,
and covering area of 2.04 kg per
sqm/mm thickness. Readymix mortar
having tensile adhesive strength 0.8
N/mm2 in 28 days and long lasting
thermal insulation according to

Civil Engineer Fieldwork Expert “SOR” Page 294

Item Sub Item Name Description Unit Rate
No. Item (InRs.)
1 2 3 4 5 6
European norm, (EN13501-2) suitable
for high performance on external &
internal AAC masonry walls, may be
used. Rate includes cleaning of walls
and scaffolding etc. complete.
Dampening or slight wetting of the wall
surface prior to application of plaster
should be done. Curing of plaster should
be done for minimum 3 days. The Bulk
density of ready mix plaster may vary
from 1300 to 1600 Kg/cum, Water
powder ratio (as per manufacture’s
direction) may vary from 18-22 % by
weight or as specified by the
manufacturer and compressive strength
may vary from 8-9 Mpa.

13.82.1 6 mm 6 mm thick plaster for internal walls sqm 156.00

13.82.2 8 mm 8 mm thick plaster for external walls sqm 190.00

exposed to weather.

13.83 UV printing on ACM Providing and fixing including

sheet Designing and UV printing on
aluminium composite material (ACM)
sheet in different sizes with 720DPI
(Dot per inch)

13.83.1 2mm thick alum ACP sheet 2mm thick sqm 2303.00

13.83.2 3mm thick alum ACP sheet 3mm thick sqm 2503.00

13.83.3 4mm thick alum ACP sheet 4mm thick sqm 2677.00

13.84 UV printing on PVC Providing and fixing including

foam sheet designing and UV printing on pvc foam
sheet of different size with 720 DPI
(Dot per inch)

13.84.1 3.0 mm thick PVC foam sheet 3.0 mm thick sqm 1432.00

13.84.2 5.0 mm thick PVC foam sheet 5.0 mm thick sqm 1665.00

13.84.3 8.0 mm thick PVC foam sheet 8.0 mm thick sqm 2095.00

Civil Engineer Fieldwork Expert “SOR” Page 295

Item Sub Item Name Description Unit Rate
No. Item (InRs.)
1 2 3 4 5 6
13.85 Acrylic emulsion Finishing walls with 100% Premium acrylic sqm 111.00
paint emulsion paint 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
(Company Depot Tinted) with silicon
additives.
New work (Two or more coats applied @
1.43 litre/ 10 sqm. Over and including
priming coat of exterior primer applied @
0.90 litre/10 sqm.
13.86 Providing and fixing Providing and fixing 50 mm thick extruded sqm 1214.00
XPS board for outer polystyrene rigid insulation board (XPS) of
wall inuslation. required size over outer wall surface,
complying with ASTM C
578 - type VI, having thermal conductivity
of 0.0289 W/mK as per ASTM C 518,
compressive strength of
> 240 kPa listed as per ASTM C 1621,
density of 34-36 kg/m³ as per ASTM D
1622, water absorption < 1% by volume as
per ASTM C 272, oxygen index of
minimum 24 as per ASTM D 2863 and Fire
retardant property as per DIN 4102, Part 1.
XPS insulation of thickness 50mm shall be
placed over brushed, algae free and levelled
external wall by connecting the ship-laps
joints and fixed by the washer and Self-
Tapping Screw of suitable length at each
corner and at distance 75mm from the edge
and bitumen shall be applied over the joints
and G.I. Expanded Mesh (Barfi Jali) shall
be fixed over XPS board by a Self- Tapping
Screw of suitable length at the centre of the
board and 15mm PCC shall be applied over
the board (paint of suitable choice can be
used), all as per the directions of Engineer-
in-Charge.
13.87 Polystyrene rigid Providing and fixing 50 mm thick extruded sqm 749.00
insulation board polystyrene rigid insulation board of
required size between cavity wall,
complying with ISO 4898:2008 &
ASTM C 578-08b - type VI, having

Civil Engineer Fieldwork Expert “SOR” Page 296

Item Sub Item Name Description Unit Rate
No. Item (InRs.)
1 2 3 4 5 6
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
absorption < 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 retardant 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 directions of Engineer-in-
Charge.
13.88 Wood preservatice Painting with oil type wood preservative of sqm 15.00
old work approved brand and manufacture: Old work
(one or more coats)
13.89 Sanding machine Scrapping/sand papering of existing surface sqm 28.00
with the help of mechanized sanding
machine (having mechanical vaccum
machine with bag for dust collection to
make surface even and smooth) as per
direction of Engineer-in- Charge.
13.90 High strength triple Providing and applying 1 coat of Triple sqm 47.00
booster primer booster primer-resist dampness,
efflorescence, alkali & at the same time
improve top coat coverage by 15-20% @1.0
lt/ 10 sqm, which confirms certfication of
IS 109/1968. It can be applied by Brush/
Spray Machine and the work shall be
carried out as per secification& the
direction of the Engineer-in-Charge.
13.91 Water based anti- Finishing walls with water based anti- germ sqm 128.00
germ paint paint of with VOC < 50 g/l, that kills
disease causing germs, teflon based
washability and Anti fungal properties in
two or more coats @ 1.08 ltr / 10 sqm
over priming coat of interior primer applied
@ 1.08 ltr / 10 sqm of required

Civil Engineer Fieldwork Expert “SOR” Page 297

Item Sub Item Name Description Unit Rate
No. Item (InRs.)
1 2 3 4 5 6
shade including removing of all dust
complete as per direction of Engineer-
in-Charge and submission of challans of
materials on enquiry.

13.92 Epoxy coating on Providing and applying in two coats of sqm 999.00
O.T. wall 250 micron thick each layer of epoxy
coating on prepared surface (cost
includes preparing the plastered surface
smooth ready to receive epoxy coating)
for operation theater walls in desired
colour as per direction of Engineer-in-
Charge.

Civil Engineer Fieldwork Expert “SOR” Page 298

 See Part -2
Schedule of Rate
Part-2

By
Civil Engineer Fieldwork Expert

Civil Engineer Fieldwork Expert “SOR” Page 299