Updated CPWD SOR for All Areas and Units under ECL w.e.

f Sept 2022 - C Area

CPWD SOR
CPWD SOR Updated Rate
Item Description Unit Rate (Incl.
No. (Excl. GST)
GST)
1 CARRIAGE OF MATERIALS
1.1 By Mechanical Transport including loading,unloading and stacking
1.1.1 Lime, moorum, building rubbish Lead - 5 km cum 197.78 175.60
1.1.2 Earth Lead - 5 km cum 247.23 219.50
1.1.3 Manure or sludge Lead - 5 km cum 214.98 190.90
1.1.4 Excavated rock Lead - 5 km cum 483.38 351.25
1.1.5 Sand, stone aggregate below 40 mm nominal size Lead - 5 km cum 197.78 175.60
1.1.6 Stone aggregate 40 mm nominal size and above Lead - 5 km cum 214.98 190.90
1.1.7 Soling stone Lead - 5 km cum 232.69 206.60
1.1.8 Bricks Lead - 5 km 1000 Nos 527.42 468.30
1.1.9 Brick Tiles Lead - 5 km 1000 Nos 316.45 281.00
1.1.10 Cement, stone blocks, G.I.. C.I., A.C., & C.C.pipes below 100 mm dia and other
heavy materials Lead - 5 km tonne 175.81 156.10
1.1.11 Steel Lead - 5 km tonne 175.81 156.10
1.1.12 Timber Lead - 5 km cum 226.04 200.70
1.1.13 Tar Bitumen Lead - 5 km tonne 197.78 175.60
1.1.14 Solvent, diesel Lead - 5 km qtl 19.78 17.55
1.1.15 Steam coal Lead - 5 km tonne 226.04 200.70
1.1.16 S.W. pipe
1.1.16.1 100 mm dia Lead - 5 km 100 m 263.71 234.15
1.1.16.2 150 mm dia Lead - 5 km 100 m 527.42 468.30
1.1.16.3 200 mm dia Lead - 5 km 100 m 879.04 780.55
1.1.16.5 250 mm dia Lead - 5 km 100 m 1841.45 1338.05
1.1.16.6 300 mm dia Lead - 5 km 100 m 2429.81 1672.55
1.1.16.7 350 mm dia Lead - 5 km 100 m 2637.11 2341.60
1.1.16.8 400 mm dia Lead - 5 km 100 m 3767.29 3345.15
1.1.16.9 450 mm dia Lead - 5 km 100 m 4794.74 4257.45
1.1.16.10 500 mm dia Lead - 5 km 100 m 5274.21 4683.20
1.1.16.11 600 mm dia Lead - 5 km 100 m 6592.77 5854.00
1.1.17 R.C.C. pipe, A.C. pipes, steel cylinder, R.C. pipes, S.C.I. pipes, C.I. pipes and
unreinforced cement pipes
1.1.17.1 100 mm dia Lead - 5 km 100 m 432.31 383.85
1.1.17.2 125 mm dia Lead - 5 km 100 m 577.47 512.75
1.1.17.3 150 mm dia Lead - 5 km 100 m 720.52 639.80
1.1.17.4 200 mm dia Lead - 5 km 100 m 1172.05 1040.70
1.1.17.5 250 mm dia Lead - 5 km 100 m 1665.54 1478.90
1.1.17.6 300 mm dia Lead - 5 km 100 m 2058.63 1827.95
1.1.17.7 350 mm dia Lead - 5 km 100 m 2882.08 2559.15
1.1.17.8 400 mm dia Lead - 5 km 100 m 3930.11 3489.70
1.1.17.9 450 mm & 500 mm dia Lead - 5 km 100 m 4803.47 4265.20
1.1.17.10 600, 700, 750 & 800 mm dia Lead - 5 km 100 m 7205.21 6397.80
1.1.17.11 900 mm dia Lead - 5 km 100 m 10807.81 9596.70
1.1.17.12 1000, 1100 & 1200 mm dia Lead - 5 km 100 m 14410.42 12795.65
1.1.18 Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or
waste material by mechanical transport including loading, transporting, unloading to
approved municipal dumping ground for lead upto 10 km for all lifts, complete as
per directions of Engineer-in-charge._x000D_ Note - item to be applicable in urban
areas having directions for restricted hours for movement/ plying of load carrying
motor vehicle of 3.5 cum or more.

cum 374.55 333.05

1.2 By Manual Labour including loading, unloading and stacking for lead less than 0.50
KM
1.2.1 Lime, moorum, building rubbish Lead - 50 m cum 161.99 131.55
1.2.2 Earth Lead - 50 m cum 202.48 164.45
1.2.3 Manure or sludge Lead - 50 m cum 176.07 143.00
1.2.4 Excavated rock Lead - 50 m cum 323.97 263.10
1.2.5 Sand, stone aggregate below 40 mm nominal size Lead - 50 m cum 202.48 164.45
1.2.6 Stone aggregate 40 mm nominal size and above Lead - 50 m cum 218.90 177.75
1.2.7 Soling stone Lead - 50 m cum 238.21 193.45
1.2.8 Bricks Lead - 50 m 1000 Nos 377.97 306.95
1.2.9 Brick Tiles Lead - 50 m 1000 Nos 236.23 191.85
1.2.10 Steam Coal Lead - 50 m tonne 188.98 153.50
1.2.11 Stone blocks,G.I.,C.I. Stainless Steel pipes below 100 mm dia and other heavy
material Lead - 50 m tonne 147.84 120.05
1.2.12 Cement Lead - 50 m tonne 117.27 95.25
1.2.13 Steel Lead - 50 m tonne 251.87 204.55
1.2.14 Timber Lead - 50 m cum 161.92 131.50
1.2.15 Tar, bitumen etc. Lead - 50 m tonne 147.84 120.05
1.2.16 S.W. pipe
1.2.16.1 100 mm dia Lead - 50 m 100 m 295.93 240.35
1.2.16.2 150 mm dia Lead - 50 m 100 m 486.44 395.05
1.2.16.3 200 mm dia Lead - 50 m 100 m 680.72 552.85
1.2.16.5 250 mm dia Lead - 50 m 100 m 1133.41 920.45
1.2.16.6 300 mm dia Lead - 50 m 100 m 1619.15 1314.95
1.2.16.7 350 mm dia Lead - 50 m 100 m 2266.81 1840.90
1.2.16.8 400 mm dia Lead - 50 m 100 m 2833.51 2301.15
1.2.16.9 450 mm dia Lead - 50 m 100 m 3434.56 2789.25
1.2.16.10 500 mm dia Lead - 50 m 100 m 4197.80 3409.10
1.2.16.11 600 mm dia Lead - 50 m 100 m 5151.84 4183.90
1.2.17 R.C.C. pipes, Steel cylinder, R.C. pipes, C.I. pipes and unreinforced cement pipes

1.2.17.1 100 mm dia Lead - 50 m 100 m 399.56 324.50

1.2.17.2 125 mm dia Lead - 50 m 100 m 488.89 397.05
1.2.17.3 150 mm dia Lead - 50 m 100 m 562.95 457.20
1.2.17.4 200 mm dia Lead - 50 m 100 m 844.77 686.05
1.2.17.5 250 mm dia Lead - 50 m 100 m 1484.81 1205.85
1.2.17.6 300 mm dia Lead - 50 m 100 m 1858.04 1508.95
1.2.17.7 350 mm dia Lead - 50 m 100 m 2656.42 2157.35
1.2.17.8 400 mm dia Lead - 50 m 100 m 3091.10 2510.35
1.2.17.9 450 mm & 500 mm dia Lead - 50 m 100 m 4121.47 3347.15
1.2.17.10 600, 700, 750 & 800 mm dia Lead - 50 m 100 m 4533.62 3681.85
1.3 Loading in or unloading cement from the railway wagons at siding and carrying the
same from or into godowns adjacent to the siding, including stacking the same
properly in rows upto any height as per direction of Engineer-in-charge, sweeping
the wagons and screening the swept cement and filling in bags complete.

tonne 120.80 98.15

1.4 Loading in or unloading from the railway wagons as per direction of Engineer-in-
charge :
1.4.1 Steel tonne 179.10 145.45
1.4.2 G.I., C.I., R.C.C. or C.C. pipes upto 500 mm dia and similar heavy materials
tonne 106.20 86.25
1.4.3 Heavy materials where each piece or bundle, crate or case weighs more than one
tonne and R.C.C., C.I. and concrete pipes above 500 mm dia. tonne 190.25 155.55
2 EARTH WORK
2.1 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m
in width as well as 10 sqm on plan including getting out and disposal of excavated
earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:

2.1.1 All kinds of soil sqm 92.55 75.20

2.2 Earth work in rough excavation, banking excavated earth in layers not exceeding
20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or
wooden or steel rammers, and rolling every 3rd and top-most layer with power roller
of minimum 8 tonnes and dressing up in embankments for roads, flood banks,
marginal banks and guide banks or filling up ground depressions, lead upto 50 m
and lift upto 1.5 m :

2.2.1 All kinds of soil cum 746.80 608.20

2.3 Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods,
watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and
rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and
dressing up, in embankments for roads, flood banks, marginal banks, and guide
banks etc., lead upto 50 m and lift upto 1.5 m :

2.3.1 All kinds of soil cum 470.55 383.85

2.4 Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated
earth in layers not exceeding 20 cm in depth. cum 4.30 3.70
2.5 Deduct for not watering the excavated earth for banking cum 33.00 28.30
2.6 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means
over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)
including getting out and disposal of excavated earth lead upto 50 m and lift upto
1.5 m, as directed by Engineer-in-charge.

2.6.1 All kinds of soil cum 181.85 157.30

2.7 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means
over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)
including getting out and disposal of excavated earth lead upto 50 m and lift upto
1.5 m, as directed by Engineer-in-charge.

2.7.1 Ordinary rock cum 352.45 304.50

2.7.2 Hard rock (requiring blasting) cum 609.65 532.90
2.7.3 Hard rock (blasting prohibited) cum 1016.20 867.40
2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual
means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on
plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including
getting out the excavated soil and disposal of surplus excavated soil as directed,
within a lead of 50 m.

2.8.1 All kinds of soil. cum 252.30 214.85

2.9 Excavation work by mechanical means (Hydraulic excavator)/ manual means in
foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan),
including dressing of sides and ramming of bottoms, lift upto 1.5 m, including
getting out the excavated soil and disposal of surplus excavated soils as directed,
within a lead of 50 m.

2.9.1 Ordinary rock cum 448.15 382.10

2.9.2 Hard rock (requiring blasting) cum 729.00 630.95
2.9.3 Hard rock (blasting prohibited) cum 1080.55 919.65
2.10 Excavating trenches of required width for pipes, cables, etc including excavation for
sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including
getting out the excavated soil, and then returning the soil as required, in layers not
exceeding 20 cm in depth, including consolidating each deposited layer by ramming,
watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50
m:

2.10.1 All kinds of soil

2.10.1.1 Pipes, cables etc, not exceeding 80 mm dia. metre 223.00 186.50
2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia metre 364.20 304.60
2.10.1.3 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm metre 568.60 475.55
2.11 Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth
exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for
depth upto 1.5 metre). metre 127.00 127.00
2.12 Extra for excavating trenches for pipes, cables, etc, in all kinds of soil for depth
exceeding 3 m in depth, but not exceeding 4.5 m. (Rate is over corresponding basic
item for depth upto 1.5 metre.) metre 315.05 315.00
2.13 Excavating trenches of required width for pipes, cables, etc, including excavation for
sockets, depth upto 1.5 m, including getting out the excavated materials, returning
the soil as required in layers not exceeding 20 cm in depth, including consolidating
each deposited layers by ramming, watering etc., stacking serviceable material for
measurements and disposal of unserviceable material as directed, within a lead of 50
m:

2.13.1 Ordinary rock :

2.13.1.1 Pipes, cables etc. not exceeding 80 mm dia metre 323.85 272.25
2.13.1.2 Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia metre 801.85 674.15
2.13.1.3 Pipes, cables exceeding 300 mm dia but not exceeding 600 mm dia metre 922.65 775.75
2.13.2 Hard rock (requiring blasting)
2.13.2.1 Pipes, cables etc. not exceeding 80 mm dia metre 458.60 391.50
2.13.2.2 Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia metre 1135.60 969.50
2.13.2.3 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm dia metre 1306.60 1115.50
2.13.3 Hard rock (blasting prohibited)
2.13.3.1 Pipes, cables etc. not exceeding 80 mm dia metre 624.70 527.95
2.13.3.2 Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia metre 1546.90 1307.25
2.13.3.3 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm dia metre 1780.00 1504.25
2.14 Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding
1.5 m in depth but not exceeding 3 m. (Rate is over corresponding basic item for
depth upto 1.5 metre) metre 103.60 103.00
2.15 Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding
3m in depth but not exceeding 4.5 m. (Rate is over correspondingbasic item for
depth upto 1.5 metre) metre 255.60 256.00
2.16 Close timbering in trenches including strutting, shoring and packing cavities
(wherever required) complete. (Measurements to be taken of the face area timbered).

2.16.1 Depth not exceeding 1.5 m sqm 129.95 110.70

2.16.2 Depth exceeding 1.5 m but not exceeding 3 m sqm 141.20 120.15
2.16.3 Depth exceeding 3 m but not exceeding 4.5 m sqm 166.55 141.80
2.17 Close timbering in case of shafts, wells, cesspits, manholes and the like including
strutting, shoring and packing cavities (wherever required) etc. complete.
(Measurements to be taken of the face area timbered).

2.17.1 Depth not exceeding 1.5 m sqm 138.45 117.90

2.17.2 Depth exceeding 1.5 m but not exceeding 3 m sqm 162.55 138.55
2.17.3 Depth exceeding 3 m but not exceeding 4.5 m sqm 187.95 160.45
2.18 Close timbering over areas including strutting, shoring and packing cavities
(wherever required) etc. complete. (Measurements to be taken of the face area
timbered):
2.18.1 Depth not exceeding 1.5 m sqm 116.25 99.05
2.18.2 Depth exceeding 1.5 m but not exceeding 3 m sqm 129.75 110.65
2.18.3 Depth exceeding 3 m but not exceeding 4.5 m sqm 143.90 122.85
2.19 Extra for planking, strutting and packing materials for cavities (in close timbering) if
required to be left permanently in position. (Face area of timber permanently left to
be measured). sqm 1593.75 1379.50
2.20 Open timbering in trenches including strutting and shoring complete (measurements
to be taken of the face area timbered):
2.20.1 Depth not exceeding 1.5 m sqm 67.00 56.95
2.20.2 Depth exceeding 1.5 m but not exceeding 3 m sqm 74.05 63.05
2.20.3 Depth exceeding 3 m but not exceeding 4.5 m sqm 85.70 73.20
2.21 Open timbering in case of shafts, wells, cesspits, manholes and the like including
strutting and shoring complete (Measurements to be taken of the face area
timbered):
2.21.1 Depth not exceeding 1.5 m sqm 60.30 51.15
2.21.2 Depth exceeding 1.5 m but not exceeding 3 m sqm 71.60 60.90
2.21.3 Depth exceeding 3 m but not exceeding 4.5 m sqm 86.50 73.75
2.22 Open timbering over areas including strutting, shoring etc. complete. (Measurements
to be taken of the face area timbered):
2.22.1 Depth not exceeding 1.5 m sqm 40.90 34.45
2.22.2 Depth exceeding 1.5 m but not exceeding 3 m sqm 48.45 40.95
2.22.3 Depth exceeding 3 m but not exceeding 4.5 m sqm 60.70 51.60
2.23 Extra for planking and strutting in open timbering if required to be left permanently
in position. (Face area of the timber permanently left to be measured).
sqm 820.55 710.05
2.24 Extra rates for quantities of works, executed:
2.24.1 In or under water and/or liquid mud, including pumping out water as required
metre depth 0.20 0.20
2.24.2 In or under foul position, including pumping out water as required
metre depth 0.25 0.25
2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of
foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited
layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
cum 219.65 179.85
2.25A Excavating, supplying and filling of local earth (including royalty) by mechanical
transport upto a lead of 5km also including ramming and watering of the earth in
layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
cum 323.90 307.35
2.26 Extra for every additional lift of 1.5 m or part thereof in excavation / banking
excavated or stacked materials.
2.26.1 All kinds of soil cum 90.40 73.75
2.26.2 Ordinary or hard rock cum 162.10 132.40
2.27 Supplying and filling in plinth with sand under floors, including watering, ramming,
consolidating and dressing complete. cum 1953.05 1053.05
2.28 Surface dressing of the ground including removing vegetation and in-equalities not
exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.

2.28.1 All kinds of soil sqm 24.35 19.75

2.29 Ploughing the existing ground to a depth of 15 cm to 25 cm and watering the same.

2.29.1 All kinds of soil sqm 24.65 20.20

2.30 Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the
excavated soil, then returning the soil as required in layers not exceeding 20cm 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
1.5 m.

2.30.1 All kinds of soil each 79.30 67.60

2.30.2 Ordinary rock each 138.05 117.75
2.30.3 Hard rock (requiring blasting) each 222.30 192.45
2.30.4 Hard rock (blasting prohibited) each 327.80 279.05
2.31 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and
saplings of girth up to 30 cm measured at a height of 1 m above ground level and
removal of rubbish up to a distance of 50 m outside the periphery of the area
cleared.
sqm 12.55 10.20
2.32 Clearing grass and removal of the rubbish up to a distance of 50 m outside the
periphery of the area cleared. sqm 6.40 5.20
2.33 Felling trees of the girth (measured at a height of 1 m above ground level), including
cutting of trunks and branches, removing the roots and stacking of serviceable
material and disposal of unserviceable material.

2.33.1 Beyond 30 cm girth upto and including 60 cm girth each 380.60 309.50
2.33.2 Beyond 60 cm girth upto and including 120 cm girth each 1694.40 1376.85
2.33.3 Beyond 120 cm girth upto and including 240 cm girth each 7860.55 6384.90
2.33.4 Above 240 cm girth each 15749.95 12794.90
2.34 Supplying chemical emulsion in sealed containers including delivery as specified.

2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% litre 200.85 174.20

2.35 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-
termite treatment (excluding the cost of chemical emulsion) :

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

2.35.1.1 With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration metre 28.25 23.15
2.35.2 Along the external wall below concrete or masonry apron using chemical emulsion
@ 2.25 litres per linear metre including drilling and plugging holes etc.:

2.35.2.1 With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration metre 39.45 32.60
2.35.3 Treatment of soil under existing floors using chemical emulsion @ one litre per
hole, 300 mm apart including drilling 12 mm diameter holes and plugging with
cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:

2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration sqm 227.05 191.40
2.35.4 Treatment of existing masonry using chemical emulsion @ one litre per hole at 300
mm interval including drilling holes at 45 degree and plugging them with cement
mortar 1:2 (1 cement : 2 coarse sand) to the full depth of the hole :

2.35.4.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration metre 31.75 26.60
2.35.5 Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/
Lindane (in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mm
dia holes at downward angle of 45 degree at 150 mm centre to centre and sealing the
same.
metre 254.00 224.70
2.36 Extra for levelling & neatly dressing of disposed soil completely as directed by
Engineer-in-charge. cum 66.35 54.15
2.37 Supply and stacking of Fly ash conforming to IRC- 58 at site, including carriage,
loading , unloading & stacking up to any lead (measured stacks will be reduced by
20% for payment). cum 152.20 12.80
2.38 Filling with available fly ash and earth (excluding rock) in trenches or embankment
in layers (each layer should not exceed 15 cm), with intermediate layer of
compacted earth (Soil density of 98%) after every four layers of compacted depth of
fly ash, sides & top layer of filling shall be done with earth having total minimum
compacted thickness 30 cm or as decided by Engineer -in-charge, including
compacting each layer by rolling/ ramming and watering, all complete as per
drawing and direction of Engineer -in - charge.

cum 219.65 179.85

3 MORTAR
3.1 Cement mortar 1:1 (1 cement : 1 fine sand) cum 6390.60 7225.80
3.2 Cement mortar 1:2 (1 cement : 2 fine sand). cum 4918.05 5454.85
3.3 Cement mortar 1:3 (1 cement : 3 fine sand). cum 4183.05 4570.60
3.4 Cement mortar 1:4 (1 cement : 4 fine sand). cum 3528.85 3804.40
3.5 Cement mortar 1:5 (1 cement : 5 fine sand). cum 3176.60 3391.80
3.6 Cement mortar 1:6 (1 cement : 6 fine sand). cum 2874.65 3038.15
3.7 Cement mortar 1:2 (1 cement : 2 coarse sand). cum 5345.55 5655.30
3.8 Cement mortar 1:3 (1 cement : 3 coarse sand). cum 4664.55 4796.35
3.9 Cement mortar 1:4 (1 cement : 4 coarse sand). cum 4010.35 4030.15
3.10 Cement mortar 1:5 (1 cement : 5 coarse sand). cum 3658.10 3617.55
3.11 Cement mortar 1:6 (1 cement : 6 coarse sand). cum 3356.15 3263.95
3.12 Cement mortar 1:2 (1 cement : 2 stone dust). cum 5108.05 5429.20
3.13 Cement mortar 1:2 (1 cement : 2 marble dust). cum 5136.55 5596.40
3.14 Cement mortar 1:5 (1 cement : 5 marble dust). cum 3422.70 3551.25
3.15 White cement mortar 1:2 (1 white cement : 2 marble dust). cum 9393.35 9263.65
3.16 White cement mortar 1:3 (1 white cement : 3 marble dust). cum 7621.75 7480.45
3.17 White cement mortar 1:5 (1 white cement : 5 marble dust). cum 5363.30 5223.05
3.18 Mud mortar cum 737.00 711.80
3.19 Mortar in lime, surkhi (50% red and 50% light yellow) and marble dust 1:1.5:0.5
cum 2821.15 2447.90
4 CONCRETE WORK
4.1 Providing and laying in position cement concrete of specified grade excluding the
cost of centering and shuttering - All work up to plinth level :

4.1.2 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources).
cum 7210.55 6379.65
4.1.2A 1:1.5:3 (1 Cement: 1.5 coarse sand (zone- III) including manufactured sand derived
from Recycled concrete aggregate (RCA) upto 25% : 3 graded stone aggregate 20
mm nominal size including Recycled concrete aggregate (RCA) upto 25%).
cum 7038.80 6245.75
4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded
stone aggregate 20 mm nominal size derived from natural sources).
cum 6788.60 5928.55
4.1.3A 1:2:4 (1 cement : 2 coarse sand (zone-III) including manufactured sand derived
from Recycled concrete aggregate (RCA) upto 25% : 4 graded stone aggregate 20
mm nominal size including Recycled concrete aggregate (RCA) upto 25%)
cum 6608.75 5787.00
4.1.4 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded
stone aggregate 40 mm nominal size derived from natural sources).
cum 6680.20 5793.00
4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded
stone aggregate 20 mm nominal size derived from natural sources).
cum 6259.10 5355.90
4.1.5A 1:3:6 (1 Cement : 3 manufactured sand derived from Recycled concrete
aggregate (RCA) : 6 graded stone aggregate 20 mm nominal size Recycled
concrete aggregate (RCA) ) cum 5497.60 4757.15
4.1.5B 1:3:6 (1 Cement : 3 manufactured sand derived from Recycled concrete aggregate
(RCA) : 6 graded stone aggregate 20 mm nominal size Recycled aggregate (RA) )
cum 4719.10 4081.30
4.1.6 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded
stone aggregate 40 mm nominal size derived from natural sources).
cum 6126.25 5196.20
4.1.6A 1:3:6 (1 Cement : 3 manufactured sand derived from Recycled concrete aggregate
(RCA) : 6 graded stone aggregate 40 mm nominal size Recycled aggregate (RA) )
cum 4691.30 4056.40
4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded
stone aggregate 40 mm nominal size derived from natural sources).
cum 5789.60 4853.90
4.1.8A 1:4:8 (1 Cement : 4 manufactured sand derived from Recycled concrete aggregate
(RCA) : 8 graded stone aggregate 40 mm nominal size Recycled aggregate (RA)
cum 4256.60 3714.10
4.1.10 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources: 10 graded
stone aggregate 40 mm nominal size derived from natural sources).
cum 5520.30 4580.10
4.1.10A 1:5:10 (1 cement : 5 manufactured sand derived from Recycled concrete
aggregate (RCA) : 10 graded stone aggregate 40 mm nominal size Recycled
aggregate (RA) ) cum 3987.30 3440.25
4.1.11 1:5:10 (1 cement : 5 fine sand ) derived from natural sources : 10 graded stone
aggregate 40 mm nominal size derived from natural sources )_x000D_
cum 5225.15 4454.35
4.1.12 1:2:3½:9 (1 ordinary portland cement : 2 Fly ash : 3½ coarse sand (zone-III) derived
from natural sources : 9 graded stone aggregate 40 mm nominal size derived from
natural sources). cum 5629.15 4719.95
4.1.12A 1:2:3%:9 (1 ordinary portland cement : 2 Fly ash : 31/2 manufactured sand derived
from Recycled concrete aggregate (RCA) : 9 graded stone aggregate 40 mm
nominal size Recycled aggregate (RA) ) cum 4177.35 3632.30
4.1.13 1:2½:4:11 (1 ordinary portland cement : 2½ fly ash : 4 coarse sand(zone-III) derived
from natural sources : 11 graded stone aggregate 40 mm nominal size derived from
natural sources). cum 5301.45 4404.60
4.1.13A 1:2%:4:11 (1 ordinary portland cement : 2% fly ash : 4 manufactured sand derived
from Recycled concrete aggregate (RCA) :11 graded stone aggregate 40 mm
nominal size Recycled aggregate (RA) ) cum 3874.05 3332.55
4.2 Providing and laying cement concrete in retaining_x000D_ walls, return walls, walls
(any thickness) including_x000D_ attached pilasters, columns, piers,
abutments,_x000D_ pillars, posts, struts, buttresses, string or lacing_x000D_
courses, parapets, coping, bed blocks, anchor_x000D_ blocks, plain window
sills, fillets, sunken floor_x000D_ etc., up to floor five level, excluding the cost
of_x000D_ centering, shuttering and finishing :

4.2.2 1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources).
cum 8976.45 7834.05
4.2.2A 1:134:3 (1 cement : 134 coarse sand (zone- Ill) including manufactured sand
derived from Recycled concrete aggregate (RCA) upto 25% : 3 graded stone
aggregate 20 mm nominal size Recycled concrete aggregate (RCA) upto 25%) ).
cum 8804.70 7700.20
4.2.3 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded
stone aggregate 20 mm nominal size derived from natural sources)
cum 8554.50 7382.95
4.2.3A 1:2:4 (1 Cement : 2 coarse sand (zone- III) including manufactured sand derived
from Recycled concrete aggregate (RCA) upto 25% : 4 graded stone aggregate 20
mm nominal size Recycled concrete aggregate (RCA) upto 25%)).
cum 8371.90 7255.20
4.2.5 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 20 mm nominal size derived from natural sources)
cum 8025.00 6810.30
4.2.5A 1:3:6 (1 cement : 3 manufactured sand derived from Recycled concrete aggregate
(RCA) : 6 graded stone aggregate 20 mm nominal size Recycled concrete aggregate
(RCA)) cum 7263.50 6211.55
4.2.5B 1:3:6 (1 cement : 3 manufactured sand derived from Recycled concrete aggregate
(RCA) : 6 graded stone aggregate 20 mm nominal size Recycled aggregate (RA))
cum 6485.00 5535.70
4.2.8 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources: 10 graded
stone aggregate 40 mm nominal size derived from natural sources).
cum 7273.25 6025.15
4.2.8A 1:5:10 (1 cement : 5 manufactured sand derived from Recycled concrete
aggregate (RCA) : 10 graded stone aggregate 40 mm nominal size Recycled
aggregate (RA)) cum 5838.35 4885.30
4.3 Centering and shuttering including strutting, propping etc. and removal of form
work for :
4.3.1 Foundations, footings, bases for columns sqm 284.85 251.50
4.3.2 Retaining walls, return walls, walls (any thickness) including attached pilasters,
buttresses, plinth and string courses fillets, kerbs and steps etc.
sqm 609.30 545.00
4.3.3 Columns, piers, abutments, pillars, posts and struts sqm 733.70 650.35
4.4 Providing and laying cement concrete in kerbs,_x000D_ steps and the like at or near
ground level excluding_x000D_ the cost of centering, shuttering and finishing.

4.4.1 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources: 3 graded
stone aggregate 20 mm nominal size derived from natural sources)
cum 7210.55 6379.65
4.4.1A 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) including manufactured sand derived
from Recycled concrete aggregate (RCA) upto 25% : 3 graded stone aggregate 20
mm nominal size Recycled concrete aggregate (RCA) upto 25%)).
cum 7038.80 6245.75
4.5 Providing and fixing up to floor five level precast_x000D_ cement concrete string or
lacing courses, copings,_x000D_ bed plates, anchor blocks, plain window
sills,_x000D_ shelves, louvers, steps, stair cases, etc., including_x000D_ hoisting
and setting in position with cement mortar_x000D_ 1:3 (1 Cement : 3 coarse sand),
cost of required_x000D_ Centering complete.

4.5.1 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20mm nominal size derived from natural sources)
cum 8537.75 7499.90
4.5.1A 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) including manufactured sand derived
from Recycled concrete aggregate (RCA) upto 25% : 3 graded stone aggregate
20mm nominal size Recycled concrete aggregate (RCA) upto 25%))
cum 8367.40 7367.80
4.6 Providing and fixing at or near ground level_x000D_ precast cement concrete in
kerbs, edgings etc. as_x000D_ per approved pattern and setting in position
with_x000D_ cement mortar 1:3 (1 Cement : 3 coarse sand),_x000D_ including the
cost of required centering, shuttering_x000D_ complete.

4.6.1 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from_x000D_ natural sources:

3 graded stone aggregate 20 mm nominal size derived from natural sources).
cum 7533.85 6670.25
4.6.1A 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) including manufactured sand derived
from Recycled concrete aggregate (RCA) upto 25% : 3 graded stone aggregate 20
mm nominal size Recycled concrete aggregate (RCA) upto 25%))
cum 7363.15 6537.70
4.7 Providing and fixing up to floor five level precast_x000D_ cement concrete solid
block, including hoisting_x000D_ and setting in position with cement mortar 1:3
(1_x000D_ cement : 3 coarse sand), cost of required centering,_x000D_ shuttering
complete :

4.7.1 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources : 3 graded
stone aggregate 20 mm nominal size derived from natural sources).
cum 14241.05 12351.70
4.7.1A 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) including manufactured sand derived
from Recycled concrete aggregate (RCA) upto 25% : 3 graded stone aggregate 20
mm nominal size Recycled concrete aggregate (RCA) upto 25%)).
cum 14070.35 12219.15
4.8 Providing and fixing up to floor five level precast_x000D_ cement concrete hollow
block, including hoisting_x000D_ and setting in position with cement mortar 1:3
(1_x000D_ cement : 3 coarse sand), cost of required centering,_x000D_ shuttering
complete.

4.8.1 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources: 3 graded
stone aggregate 20 mm nominal size derived from natural sources) .
cum 11346.05 9765.60
4.8.1A 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) including manufactured sand derived
from Recycled concrete aggregate (RCA) upto 25% : 3 graded stone aggregate 20
mm nominal size Recycled concrete aggregate (RCA) upto 25%)).
cum 11267.05 9704.00
4.9 Precasting and placing in position 125 mm dia_x000D_ Bollards 600 mm high of
required shape including_x000D_ providing M.S. Pipe Sleeve 50 mm dia 300
mm_x000D_ long in the Bollard and M.S. Pipes 40 mm dia and_x000D_ 450mm
long with 150x150x6mm M.S. Plate welded at bottom and embedded 150mm
in_x000D_ cement concrete 1:3:6 (1 Cement : 3 coarse_x000D_ sand derived from
natural sources: 6 graded_x000D_ stone aggregate 20 mm nominal size
derived_x000D_ from natural sources), including necessary_x000D_ excavation
of size 250x250x450mm deep for the_x000D_ same in bitumen/ concrete pavement
at specified_x000D_ spacing.
each 723.05 671.55
4.9A Precasting and placing in position 125 mm dia Bollards 600 mm high of required
shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard
and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded
at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3
manufactured sand derived from Recycled concrete aggregate (RCA) : 6 graded
stone aggregate 20 mm nominal size (Recycled concrete aggregate (RCA)),
including necessary excavation of size 250x250x450mm deep for the same in
bitumen/ concrete pavement at specified spacing.

each 699.20 652.80

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

each 675.85 632.55

4.10 Providing and laying damp-proof course 40mm_x000D_ thick with cement concrete
1:2:4 (1 cement : 2_x000D_ coarse sand derived from natural sources): 4_x000D_
graded stone aggregate 12.5mm nominal_x000D_ size derived from natural
sources)
sqm 347.90 308.15
4.10A Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1
cement : 2 coarse sand (zone-III) including manufactured sand derived from
Recycled concrete aggregate (RCA) upto 25% : 4 graded stone aggregate 12.5mm
nominal size (Recycled concrete aggregate (RCA) upto 25%))

sqm 340.70 303.40

4.11 Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1
cement : 2 coarse sand(zone-III) derived from natural sources: 4 graded stone
aggregate 20mm nominal size derived from natural sources).
sqm 418.90 373.75
4.11A Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1
cement : 2 coarse sand (zone-III) including manufactured sand derived from
Recycled concrete aggregate (RCA) upto 25% : 4 graded stone aggregate 20mm
nominal size (Recycled concrete aggregate (RCA) upto 25%))

sqm 409.90 366.70

4.12 Extra for providing and mixing water proofing material in cement concrete work in
doses by weight of cement as per manufacturer's specification. per 50kg
cement 56.55 49.10
4.13 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of
approved quality using 1.7kg per square metre on damp proof course after cleaning
the surface with brushes and finally with apiece of cloth lightly soaked in kerosene
oil.
sqm 110.00 101.90
4.14 Extra for concrete work in superstructure above floor V level for each four floors or
part thereof. cum 1119.85 909.45
4.15 Extra for laying concrete in or under water and/or liquid mud including cost of
pumping or bailing out water and removing slush etc. complete. Note :- The quantity
will be calculated by multiplying the depth measured from the sub-soil water level
up to centre of gravity of concrete under sub-soil water level with quantity of
concrete in cum executed under sub-soil water. The depth of centre of gravity shall
be reckoned correct to 0.1m. 0.05m or more shall be taken as 0.1m and less than
0.05m ignored.
cum per
metre depth 794.65 650.05
4.16 Extra for laying concrete in or under foul positions. cum 336.55 279.60
4.17 Making plinth protection 50mm thick of cement_x000D_ concrete 1:3:6 (1 cement :
3 coarse sand derived_x000D_ from natural sources : 6 graded stone
aggregate_x000D_ 20 mm nominal size derived from natural_x000D_ sources)
over 75mm thick bed of dry brick ballast_x000D_ 40 mm nominal size, well
rammed and_x000D_ consolidated and grouted with fine sand, including_x000D_
necessary excavation, levelling & dressing &_x000D_ finishing the top smooth.

sqm 614.05 517.75

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

sqm 576.40 488.05

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

sqm 537.50 454.25

4.18 Extra for addition of synthetic Polyester triangular fibre of length 12mm, effective
diameter 10-40 microns and specific gravity of 1.34 to 1.40 in cement
concrete/RCC/Flooring/water retaining structures by using 125gms of synthetic
Polyester triangular fibre for 50 Kg cement used as per directions of Engineer-in- per bag of
Charge. 50kg of
cement 61.05 53.70
4.20 Providing and laying in position ready mixed or site batched design mix cement
concrete for plain cement concrete work; using coarse aggregate and fine aggregate
derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag
cement, admixtures in recommended roportions as per IS: 9103 to accelerate / retard
setting of concrete, to improve durability andworkability without impairing strength;
including pumping of concrete to site of laying, curing, carriage for all leads; but
excluding the cost of centering, shuttering and finishing as per direction of the
engineer-in-charge; for the following grades of concrete._x000D_ _x000D_ Note:
Extra cement up to 10% of the minimum specified cement content in design mix
shall be payable separately. In case the cement content in design mix is more than
110% of the specified minimum cement content, the contractor shall have discretion
to either re-design the mix or bear the cost of extra cement.

4.20.1 All works upto plinth level :

4.20.1.1 Concrete of M10 grade with minimum cement content of 220kg/cum. cum 7360.00 6302.80
4.20.1.2 Concrete of M15 grade with minimum cement content of 240 kg/cum. cum 7499.00 6443.10
4.20.1.3 Concrete of M20 grade with minimum cement content of 270 kg/cum. cum 7709.00 6653.50
4.20.1.4 Concrete of M25 grade with minimum cement content of 300 kg/cum. cum 7918.00 6863.95
4.20.2 All works above plinth and upto floor V level :
4.20.2.1 Concrete of M10 grade with minimum cement content of 220kg/cum. cum 8763.00 7442.65
4.20.2.2 Concrete of M15 grade with minimum cement content of 240 kg/cum. cum 8903.00 7582.95
4.20.2.3 Concrete of M20 grade with minimum cement content of 270 kg/cum. cum 9112.00 7793.40
4.20.2.4 Concrete of M25 grade with minimum cement content of 300 kg/cum. cum 9321.00 8003.80
4.20A Providing and laying in position ready mixed or site batched design mix cement
concrete for plain cement concrete work; using coarse aggregate and fine aggregate
derived from natural sources and using recycled concrete aggregate (RCA) as coarse
aggregate and fine aggregate within the permissible utilization, Portland Pozzolana /
Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as
per IS: 9103 to accelerate / , retaml setting of concrete, to improve durability and
workability without impairing strength; including pumping of concrete to site of
laying, curing, carriage for all leads; but excluding the cost of centering, shuttering
and finishing as per direction of the engineer-in-charge; for the following grades of
concrete. Note: Extra cement up to 10% of the minimum specified cement content
in design mix shall be payable separately. In case the cement content in design mix
is more than 110% of the specified minimum cement content, the contractor shall
have discretion to either re-design the mix or bear the cast of extra cement.

4.20A.1 All works upto plinth level :

4.20A.1.1 Concrete of M10 grade with minimum cement content of 220kg/cum. (Note: The
permissible utilization of Recycled Concrete Aggregate (RCA) as coarse aggregate
and fine aggregate is 100% each). cum 6654.00 5802.85
4.20A.1.2 Concrete of M15 grade with minimum cement content of 240 kg/cum. (Note: The
permissible utilization of Recycled Concrete Aggregate (RCA) as coarse aggregate
and fine aggregate is 25% each). cum 7350.00 6391.05
4.20A.1.3 Concrete of M20 grade with minimum cement content of 270 kg/cum. (Note: The
permissible utilization of Recycled Concrete Aggregate (RCA) as coarse aggregate
and fine aggregate is 25% each). cum 7559.00 6601.50
4.20A.1.4 Concrete of M25 grade with minimum cement content of 300 kg/cum. (Note: The
permissible utilization of Recycled Concrete Aggregate (RCA) as coarse aggregate
and fine aggregate is 25% each). cum 7769.00 6811.90
4.20A.2 All works above plinth and upto floor V level :
4.20A.2.1 Concrete of M10 grade with minimum cement content of 220kg/cum. (Note: The
permissible utilization of Recycled Concrete Aggregate (RCA) as coarse aggregate
and fine aggregate is 100% each). cum 8058.00 6942.70
4.20A.2.2 Concrete of M15 grade with minimum cement content of 240 kg/cum. (Note: The
permissible utilization of Recycled Concrete Aggregate (RCA) as coarse aggregate
and fine aggregate is 25% each). cum 8754.00 7530.90
4.20A.2.3 Concrete of M20 grade with minimum cement content of 270 kg/cum. (Note: The
permissible utilization of Recycled Concrete Aggregate (RCA) as coarse aggregate
and fine aggregate is 25% each). cum 8963.00 7741.35
4.20A.2.4 Concrete of M25 grade with minimum cement content of 300 kg/cum. (Note: The
permissible utilization of Recycled Concrete Aggregate (RCA) as coarse aggregate
and fine aggregate is 25% each). cum 9172.00 7951.75
5 REINFORCED CEMENT CONCRETE
5.1 Providing and laying in position specified grade of reinforced cement concrete,
excluding the cost of centering, shuttering, ifnishing and reinforcement- All work up
to plinth level :
5.1.2 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded
stone aggregate 20 mm nominal size derived from natural sources).
cum 7718.25 6810.40
5.1.2A 1:1.5:3 (1 cement : 1.5 coarse sand (zone-Ill) including manufactured sand
derived from Recycled concrete aggregate (RCA) upto 20% : 3 graded stone
aggregate 20 mm nominal size of Recycled concrete aggregate (RCA) upto 20%.
cum 7580.55 6703.05
5.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded
stone aggregate 20 mm nominal size derived from natural sources).
cum 7296.35 6359.30
5.1.3A 1:2:4 (1 cement : 2 coarse sand including manufactured sand derived from
Recycled concrete aggregate (RCA) upto 20% : 4 graded stone aggregate 20 mm
nominal size of Recycled concrete aggregate (RCA) upto 20%).
Cum 7152.15 6245.80
5.2 Reinforced cement concrete work in walls (any thickness), including attached
pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,
abutments, posts and struts etc. above plinth level up to floor five level, excluding
cost of centering, shuttering, finishing and reinforcement

5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources).
cum 9306.00 8111.45
5.2.2A 1:1.5:3 (1 cement : 1.5 coarse sand including manufactured sand derived from
Recycled concrete aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm
nominal size Recycled concrete aggregate (RCA) upto 20%.
Cum 9168.30 8004.10
5.3 Reinforced cement concrete work in beams, suspended floors, roofs having
slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window
sills, staircases and spiral stair cases above plinth level up to floor five level,
excluding the cost of centering, shuttering, finishing and reinforcement, with
1:1.5:3 (1 cement: 1.5 coarse sand (zone-III)derived from natural sources: 3
graded stone aggregate 20 mm nominal size derived from natural sources).

cum 9763.80 8483.30

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

Cum 9595.60 8375.95

5.4 Providing and laying up to floor five level reinforced cement concrete in kerbs, steps
and the like excluding the cost of centering, shuttering, finishing and
reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from
natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural
sources).
cum 8962.70 7824.10
5.4A Providing and laying up to floor five level reinforced cement concrete in kerbs,
steps and the like excluding the cost of centering, shuttering, finishing and
reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand including manufactured
sand derived from Recycled concrete aggregate (RCA) upto 20% : 3 graded
stone aggregate 20 mm nominal size Recycled concrete aggregate (RCA) upto
20%).
cum 8824.95 7690.20
5.5 Reinforced cement concrete work in arches, archribs, domes, vaults, shells,
folded plate and roofs having slope more than 15° up to floor five level, excluding
the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1
cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone
aggregate 20 mm nominal size derived from natural sources).

cum 10289.00 8971.10

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

cum 10151.30 8863.75

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

cum 9500.10 8269.10

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

cum 9362.40 8161.75

5.7 Reinforced cement concrete work in well-steining, excluding the cost of centering,
shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand
(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal
size derived from natural sources).

cum 7270.30 6428.15

5.7A Reinforced cement concrete work in well-steining excluding the cost of centering,
shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand
including manufactured sand derived from Recycled concrete aggregate (RCA)
upto 20% : 3 graded stone aggregate 20 mm nominal size Recycled concrete
aggregate (RCA) upto 20%).

cum 7132.55 6294.25

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

cum 8550.25 7527.85

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

cum 8412.55 7420.45

5.9 Centering and shuttering including strutting, propping etc. and removal of form for

5.9.1 Foundations, footings, bases of columns, etc. for mass concrete sqm 284.85 251.50
5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string
courses etc. sqm 609.30 545.00
5.9.3 Suspended floors, roofs, landings, balconies and access platform sqm 693.05 623.20
5.9.4 Shelves (Cast in situ) sqm 693.05 623.20
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers sqm 552.05 498.80
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts sqm 733.70 650.35
5.9.7 Stairs, (excluding landings) except spiral-staircases sqm 622.35 551.65
5.9.8 Spiral staircases (including landing) sqm 600.00 536.45
5.9.9 Arches, domes, vaults up to 6 m span sqm 1713.20 1513.45
5.9.10 Extra for arches, domes, vaults exceeding 6 m span sqm 560.65 482.55
5.9.11 Chimneys and shafts sqm 609.30 545.00
5.9.12 Well steining sqm 246.40 213.90
5.9.13 Vertical and horizontal fins individually or forming box louvers band, facias and
eaves boards sqm 1023.55 897.50
5.9.14 Extra for shuttering in circular work (20% of respective centering and shuttering
items) sqm 0.20 0.20
5.9.15 Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills,
string courses, bands, copings, bed plates, anchor blocks and the like
sqm 284.85 251.50
5.9.16 Edges of slabs and breaks in floors and walls
5.9.16.1 Under 20 cm wide metre 173.25 152.60
5.9.16.2 Above 20 cm wide sqm 737.30 647.05
5.9.17 Cornices and mouldings sqm 740.25 644.15
5.9.18 Small surfaces such as cantilever ends, brackets and ends of steps, caps and bases to
pilasters and columns and the like sqm 773.70 678.00
5.9.19 Weather shade, Chajjas, corbels etc., including edges sqm 766.75 673.90
5.9.20 Suspended floors, roofs, landings, balconies and access platform with water proof
ply 12 mm thick sqm 779.30 696.10
5.9.21 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof
ply 12 mm thick sqm 641.60 573.95
5.10 Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete
as per the direction of Engineer-in-charge.
5.10.1 12 mm dia. & 100 mm length each set 140.80 117.60
5.10.2 12 mm dia. & 150 mm length each set 154.20 129.20
5.10.3 20 mm dia. & 150 mm length each set 166.25 139.65
5.10.4 20 mm dia.& 225 mm length each set 179.60 151.30
5.11 Extra for additional height in centering, shuttering where ever required with
adequate bracing, propping etc., including cost of de-shuttering and decentering at
all levels, over a height of 3.5 m, for every additional height of 1 metre or part
thereof (Plan area to be measured).

5.11.1 Suspended floors, roofs, landing, beams and balconies (Plan area to be measured)
sqm 287.50 255.85
5.12 Providing, hcisting and fixing above plinth level up to floor five level precast
reinforced cement concrete work in string courses, bands, copings, bed plates,
anchor blocks, plain window sills and the like, including the cost of required
centering, shuttering but, excluding cost of reinforcement, with 1:1.5:3 (1 cement
1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate
20 mm nominal size derived from natural sources).

cum 8886.35 7804.50

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

cum 8750.15 7672.40

5.13 Providing, hoisting and fixing up to floor five level precast reinforced cement
concrete in small lintels not exceeding 1.5m clear span up to floor five level,
including the cost of required centering, shuttering but , excluding the cost of
reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III)derived from
natural sources : 3 graded stone aggregate 20 mm nominal size derived from
natural sources).
cum 12464.25 10910.55
5.13A Providing, hoisting and fixing up to floor five level precast reinforced cement
concrete in small lintels not exceeding 1.5 m clear span up to floor five level,
including the cost of required centering, shuttering but excluding the cost of
reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand including manufactured
sand derived from Recycled concrete aggregate (RCA) upto 20% : 3 graded
stone aggregate 2C mm nominal size Recycled concrete aggregate (RCA) upto
20%).
cum 12326.50 10776.65
5.14 Providing, hoisting and fixing above plinth level up to floor five level precast
reinforced cement concrete in mouldings as in cornices, windows sills etc, including
setting in cement mortar 1:3 (1 cement 3 coarse sand) cost of require d centering,
shuttering but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5
coarse sand (zone-III) derived from natural sources 3 graded stone aggregate 20
mm nominal size derived from natural sources).

cum 14479.55 12753.35

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

cum 14341.80 12619.35

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

cum 11351.35 9958.85

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

cum 11213.60 9824.95

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

cum 17196.00 15198.15

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

cum 17058.25 15064.20

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

cum 9948.80 8727.60

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

cum 9811.05 8593.70

5.18 Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4
graded stone aggregate 6mm nominal size), reinforced with 1.6 mm dia mild steel
wire, including centering and shuttering, roughening cleaning, fixing and finishing
in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of
the jambs, sills and soffits.

5.18.1 50 mm thick sqm 1474.05 1291.40

5.18.2 40 mm thick sqm 1329.75 1160.20
5.18.3 25 mm thick sqm 1194.95 1043.00
5.19 Encasing rolled steel sections, in beams and columns, with cement concrete 1:1.5:3
(1 cement : 1.5 coarse sand (zone- III) derived from natural sources : 3 graded stone
aggregate 20 mm nominal size derived from natural sources including centering
and shuttering complete but, excluding cost of reinforcement.

cum 13020.50 11614.00

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

cum 12882.75 11480.10

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

cum 8190.10 7254.30

5.20A Encasing rolled steel section in grillages with cement concrete 1:1.5:3 (1
cement : 1.5 coarse sand including manufactured sand derived from Recycled
concrete aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size
Recycled concrete aggregate (RCA) upto 20%), including centering and shuttering
but excluding cost of expanded metal and hangers.

cum 8052.35 7120.40

5.21 Extra for providing and fixing expanded metal mesh of size 20x60 mm and strands
3.25 mm wide 1.6 mm thick weighing 3.64 kg per sqm for encasing of rolled steel
sections in beams, columns and grillages, excluding cost of hangers.
sqm 443.95 387.95
5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending,
placing in position and binding all complete upto plinth level.
5.22.1 Mild steel and Medium Tensile steel bars kg 82.10 79.70
5.22.2 Hard drawn steel wire kg 85.60 75.25
5.22.3 Cold twisted bars kg 83.50 96.35
5.22.4 Hot rolled deformed bars kg 83.50 96.35
5.22.5 Hard drawn steel wire fabric kg 92.15 81.45
5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 83.50 96.35
5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending,
placing in position and binding all complete above plinth level.

5.22A.1 Mild steel and Medium Tensile steel bars kg 82.10 79.70
5.22A.2 Hard drawn steel wire kg 85.60 75.25
5.22A.3 Cold twisted bars kg 83.50 96.35
5.22A.4 Hot rolled deformed bars kg 83.50 96.35
5.22A.5 Hard drawn steel wire fabric kg 92.15 81.45
5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 83.50 96.35
5.22B Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of approved
make from factory/workshop to construction site including placing in position and
binding all complete upto plinth level.

5.22B.1 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 77.65 89.80

5.22C Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of approved
make from factory/workshop to construction site including placing in position and
binding all complete above plinth level.

5.22C.1 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 77.65 89.80

5.23 Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement
mortar 1:3 (1 Cement : 3 fine sand). sqm 227.35 201.95
5.24 Extra for rendering smooth the top of suspended floors, landings and staircases
(treads and risers) with cement mortar 1:2 (1 cement : 2 coarse sand), including a
floating coat of neat cement and protecting the surface with a layer of 7.5 cm of
earth laid over 15 mm of fine sand in case of suspended floor and bricks laid in mud
mortar in case of landings and steps, including subsequent removal and cleaning of
the same.

sqm 125.10 114.55

5.25 Providing and fixing in position copper plate as per design for expansion joints.
kg 728.20 633.70
5.26 Providing and filling in position, blown bitumen in expansion joints. cum 61509.80 56756.40
5.27 Providing and filling in position bitumen mix filler of proportion 80 kg. of hot
bitumen, 1 kg. of cement and 0.25 cubic metre of coarse sand for expansion joints.
cum 21054.50 19113.30
5.28 Providing and fixing in position 12mm thick bitumen impregnated fiber board
per cm
conforming to IS: 1838, including cost of primer, sealing compound Grade-A in
depth per
expansion joints.
100m 557.65 489.80
5.29 Providing and fixing sheet covering over expansion joints with iron screws as per
design.
5.29.1 Non-asbestos fibre cement board 6 mm thick as per IS: 14862.
5.29.1.1 150mm wide metre 190.50 166.75
5.29.1.2 200mm wide metre 256.25 224.30
5.29.2 Aluminium fluted strips 3.15 mm thick.
5.29.2.1 150 mm wide metre 493.40 438.30
5.29.2.2 200 mm wide metre 654.95 582.55
5.29.3 Cement bonded wood particle board 6mm thick as per IS : 14276
5.29.3.1 150 mm wide metre 187.35 164.00
5.29.3.2 200 mm wide metre 252.00 220.65
5.30 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C.
projections. metre 58.90 53.20
5.31 Extra for laying reinforced cement concrete in or under water and/ or liquid mud,
including cost of pumping or bailing out water and removing slush etc., complete.
Note:- The quantity will be calculated by multiplying the depth measured from the
subsoil water level up to the centre of gravity of the R.C.C. under subsoil water with
the quantity of R.C.C. in cubic metre executed under subsoil water. The depth of
centre of gravity shall be reckoned correct to 0.1 m. 0.05 m or more shall be taken as
0.1 m and less than 0.05 m ignored. No extra payment shall be made for placing
reinforcement or centering & shuttering under sub - soil water conditions.

cum 794.65 650.05

5.32 Extra for laying reinforced cement concrete in or under foul positions. cum 336.55 279.60
5.33 Providing and laying in position ready mixed or site batched design mix cement
concrete for reinforced cement concrete work; using coarse aggregate and fine
aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland
/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to
accelerate / retard setting of concrete, to improve durability and workability without
impairing strength; including pumping of concrete to site of laying, curing, carriage
for all leads; but excluding the cost of centering, shuttering, finishing and
reinforcement as per direction of the engineer-in-charge for the following grades of
concrete._x000D_ _x000D_ Note: Extra cement up to 10% of the minimum
specified cement content in design mix shall be payable separately._x000D_ In case
the cement content in design mix is more than 110% of the specified minimum
cement content, the contractor shall have discretion to either re-design the mix or
bear the cost of extra cement._x000D_

5.33.1 All works upto plinth level cum

5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg/cum cum 7997.00 7023.75
5.33.1.2 Concrete of M30 grade with minimum cement content of 350 kg/cum cum 8137.00 7164.05
5.33.1.3 Concrete of M35 grade with minimum cement content of 370 kg/cum cum 8276.00 7304.30
5.33.1.4 Concrete of M40 grade with minimum cement content of 390 kg/cum cum 8416.00 7444.60
5.33.1.5 Concrete of M50 grade with minimum cement content of 410 kg/cum cum 8555.00 7584.90
5.33.2 All works above plinth level upto floor V level cum
5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg/cum cum 9401.00 8163.60
5.33.2.2 Concrete of M30 grade with minimum cement content of 350 kg/cum cum 9540.00 8303.85
5.33.2.3 Concrete of M35 grade with minimum cement content of 370 kg/cum cum 9680.00 8444.15
5.33.2.4 Concrete of M40 grade with minimum cement content of 390 kg/cum cum 9819.00 8584.45
5.33.2.5 Concrete of M50 grade with minimum cement content of 410 kg/cum cum 9959.00 8724.75
5.33A Providing and laying in position ready mixed or site batched design mix cement
concrete for reinforced cement concrete work; using coarse aggregate and fine
aggregate derived from natural sources and using recycled concrete aggregate
(RCA) as coarse aggregate and fine aggregate within permissible utilization of 20%
each, Portland Pozzolana /Ordinary Portland/Portland Slag cement, admixtures in
recommended proportions as per IS: 9103 to accelerate / retard setting of concrete,
to improve durability and workability without impairing strength; including
pumping of concrete to site of laying, curing, carriage for all leads; but excluding
the cost of centering, shuttering, finishing and reinforcement as per direction of the
engineer-in-charge; for the following grades of concrete._x000D_ _x000D_ Note:
Extra cement up to 10% of the minimum specified cement content in design mix
shall be payable separately._x000D_ In case the cement content in design mix is
more than 110% of the specified minimum cement content, the contractor shall have
discretion to either re-design the mix c)rbear the cost of extra cement.

5.33A.1 All work upto plinth level cum 7859.55 6916.40

5.33A.1.1 Concrete of M25 grade with minimum cement content of 330 kg/cum cum 7860.00 6916.40
5.33A.2 All work above plinth level upto floor V level cum 9263.10 8056.25
5.33A.2.1 Concrete of M25 grade with minimum cement content of 330 kg/cum cum 9263.00 8056.25
5.35 Add for using extra cement in the items of design mix over and above the specified
cement content therein. quintal 673.30 684.60
5.36 Providing and placing in position precast reinforced cement concrete waffle units,
square or rectangular, as per design and shape for floors and roofs in 1:1½:3 (1
Cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded
stone aggregate 10 mm nominal size derived from natural sources), including flush
or deep ruled pointing at making necessary holes of required sizes for carrying
through service lines etc., providing steel hooks for lifting etc, form work in
precasting, handling, hoisting, centering and erection complete for all floor levels
but, excluding the cost of reinforcement.

cum 25483.10 22313.45

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

cum 25345.40 22206.10

5.38 Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each four floors or
part thereof. cum 280.95 243.90
5.41 Supplying and applying pre tested and approved water based concrete curing
compound to concrete/ masonry surface, all as per manufacturer’s specification and
direction of Engineer-in-charge.
5.41.1 Non pigmented wet curing compound sqm 53.90 48.25
5.42 Providing and fixing parallel threaded couplers conforming to IS code on
“Reinforcement Couplers for Mechanical Splices of Bars for Concrete
Reinforcement - Specification”, to reinforcement bars including threading,
enlargement at connection by forging, protecting the prepared reinforcement bars
and related operations as required to complete the works per direction of Engineer-
in-Charge.

5.42.1 Coupler for 16 mm diameter reinforcement bar each 97.80 86.05

5.42.2 Coupler for 20 mm diameter reinforcement bar each 135.30 119.80
5.42.3 Coupler for 25 mm diameter reinforcement bar each 195.45 172.60
5.42.4 Coupler for 28 mm diameter reinforcement bar each 228.55 201.90
5.42.5 Coupler for 32 mm diameter reinforcement bar each 275.75 244.05
5.43 Providing and fixing in position Stainless steel Grade 304 plate-1.0 mm thick as per
design for expansion joints.
5.43.1 200 mm wide. metre 711.90 638.45
5.43.2 300 mm wide. metre 1006.25 903.25
5.44 Providing and fixing of expansion joint system related with floor location as per
drawings and direction of Engineer-In-Charge. The joints system will be of extruded
aluminum base members, self aligning / self centering arrangement and support
plates etc. as per ASTM B221-02. The system shall be such that it provides floor to
floor /floor to wall expansion control system for various vertical localtion in load
application areas that accommodates multi directional seismic movement without
stress to it's components. System shall consist of metal profiles with a universal
aluminum base member designed to accommodate various project conditions and
finish floor treatments. The cover plate shall be designed of width and thickness
required to satisfy projects movement and loading requirements and secured to base
members by utilizing manufacturer’s pre-engineered self- centering arrangement
that freely rotates / moves in all directions. The Self - centering arrangement shall
exhibit circular sphere ends that lock and slide inside the corresponding aluminum
extrusion cavity to allow freedom of movement and flexure in all directions
including vertical displacement. Provision of Moisture Barrier Membrane in the
Joint System to have watertight joint is mandatory requirement all as per the
manufactures design and as approved by Engineer -in-Charge. (Material shall
confirm to ASTM 6063).

5.44.1 Floor Joint of 100 mm gap metre 5594.85 5003.05

5.44.2 Floor Joint of 150 mm gap metre 6849.15 6122.75
5.44.3 Floor Joint of 200 mm gap metre 8772.45 7839.40
5.45 Providing and fixing of expansion joint system related with wall joint
(internal/external) location as per drawings and direction of Engineer-In- Charge.
The joints shall be of extruded aluminum base members, self aligning / centering
arrangement and support plates as per ASTM B221- 02. The material shall be such
that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to
corner application, both new and existing construction in office Buildings &
complexes with no slipping down tendency amongst the components of the Joint
System. The Joint System shall utilize light weight aluminum profiles exhibiting
minimal exposed aluminum surfaces mechanically snap locking the multicellular to
facilitate movement. (Material shall confirm to ASTM 6063).

5.45.1 Wall Joint of 100 mm gap metre 4658.30 4166.75

5.45.2 Wall Joint of 150 mm gap metre 5243.65 4689.45
5.45.3 Wall Joint of 200 mm gap metre 6096.60 5414.20
5.46 Providing and fixing of expansion joint system of approved make and manufactures
for various roof locations as per approved drawings and direction of Engineer-In-
Charge. The joints shall be of extruded aluminum base members with, self aligning
and self centering arragement support plates asper ASTM B221-02. The system
shall be such that it provides watertight roof to roof/roof to corner joint cover
expansion control system that is capable of accommodating multidirectional seismic
movement without stress to its components. System shall consist of metal profile
that incorporates a universal aluminum base member designed to accommodate
various project conditions and roof treatments. The cover plate shall be designed of
width and thickness required to satisfy movement and loading requirements and
secured to base members by utilizing manufacturer’s pre-engineered self-centering
arrangement that freely rotates / moves in all directions. The Self centering
arrangement shall exhibit circular sphere ends that lock and slide inside the
corresponding aluminum extrusion cavity to allow freedom of movement and
flexure in all directions including vertical displacement. The Joint System shall
resists damage or deterioration from the impact of falling ice, exposure to UV,
airborne contaminants and occasional foot traffic from maintenance personnel.
Provision of Moisture Barrier Membrane in the Joint System to have water tight
joint is mandatory requirement. (Material shall confirm to ASTM 6063).

5.46.1 Roof Joint of 100 mm gap metre 5193.45 4675.50

5.46.2 Roof Joint of 150 mm gap metre 5778.80 5201.65
5.46.3 Roof Joint of 200 mm gap metre 6854.20 6211.00
5.47 Providing and fixing in position factory made precast RCC M-40 fixing with hold
fast embedded in 1:3:6 concrete block for doors and windows frames having
excellent smooth finish as per IS: 6523 with reinforcement of 3 Nos, 6 mm dia main
bars tied with 3 mm M.S stirrups placed @ 200 mm C/C and 6 numbers high
strength polymer blocks of required size for fixing hinges including providing 6 no
specially designed M.S. galvanised sleeves for accomodating 6 mm dia fully
threaded bolts for fixing hold fast on vertical members, providing suitable
arrangement for recieving sliding door bolts and tower bolt etc. all complete, as per
the direction of Engineer-in-charge. The frame shall be measured in running metre
correct to two places of decimal.

5.47.1 Door frame 125 mmx 60 mm metre 666.65 609.05

5.47.2 Door frame 100 mmx 60 mm metre 617.90 561.95
5.47.3 Door frame 85 mmx60 mm metre 592.25 537.20
5.48 Providing and laying Reinforced cement concrete for construction of piers,
abutments, portal frames, pier caps and bearing pedestals and seismic arresters over
pier/ abutment caps at all locations with specified grade using Ordinary Portland
Cement (conforming to strength requirement of IS:8112) including the cost of steel
centering and shuttering etc. complete, including testing of materials etc. for casting
pier & pier cap in one/two stage, necessary tools, plants, machinery and all related
operations as required to complete the work as per drawings and Specifications with
all leads, lifts and depths true to level and position but excluding the cost of
providing reinforcement. Reinforcement shall be measured and paid separately.
Note:- Cement content considered in this item is 480 Kg./ Cum. Excess/ less cement
used as per design mix is payable/ recoverable separately.

5.48.1 Reinforced Cement Concrete -M-50 cum 7425.00 7044.40

5.48.2 Reinforced Cement Concrete -M-60 cum 8681.45 7974.60
5.48.3 Extra for using M-50/ M-60 Grade Self-compacting Cement Concrete cum 748.60 590.65
5.49 Constructing cast-in situ RCC diaphragm wall by providing and laying machine
batched, machine mixed, self compacting, ready mix reinforced cement concrete,
tramie controlled, of M 30 grade using minimum 400 kg. cement per cum of
concrete including providing and mixing required admixtures in recommended
proportions as per IS : 9103, as approved by the Engineer-in-charge, for achieving
150- 200mm slump, for diaphragm wall having thickness as per approved structural
design not exceeding 600 mm, in pannels of required depth and lengths as per
approved drawing, including constructing necessary guide walls as required and as
specified including boring in all kinds of soils and rocks, including working in or
under water and / or liquid mud, in foul conditions and pumping or bailing out of
water and removing slush, including disposal of earth/ rock / slush etc. for all leads
and all lifts, including preparing, providing and re-circulating bentonite slurry in the
trench as and when required for all depths, including agitating bentonite slurry
during trenching etc., providing and fixing stop ends or form tubes, upto the
required depth of diaphragm wall including extracting the same after casting,
including chipping off the bentonite adulterated concrete or unsound concrete up to
the cut off level for obtaining the sound concrete, dressing undulations on the
exposed face of diaphragm wall after excavation by chipping / chiseling etc.
including filling the depression/ cavities with sound concrete etc. complete and as
directed by the Engineer-in-charge, including providing recess for bearing plates and
fixing insert boxes for inclined rock anchors etc. complete as per the specifications
and approved design and as directed by the Engineer-in-charge, but excluding the
cost of reinforcement and inserts.

cum 16618.70 15159.90

6 MASONRY WORK
6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class
designation 7.5 in foundation and plinth in:
6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 6376.25 5967.10
6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 6157.45 5744.60
6.2 Brick work with common burnt clay modular bricks of class designation 7.5 in
foundation and plinth in:
6.2.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 5495.15 4538.75
6.2.2 Cement Mortar 1:6 (1 cement : 6 coarse sand). cum 5302.60 4342.95
6.3 Brick work with common burnt clay machine moulded perforated bricks of class
designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to
floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) :

6.3.1 With F.P.S.(non modular) bricks cum 7722.65 6982.00

6.3.2 With Modular bricks cum 7501.50 6104.45
6.4 Brick work with common burnt clay F.P.S. (non modular) bricks of class
designation 7.5 in superstructure above plinth level up to floor V level in all shapes
and sizes in :
6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 7809.25 7168.90
6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 7590.45 6946.45
6.5 Extra for brick work / AAC block masonry / Tile brick masonry in superstructure
above floor V level, for each four floors or part thereof by mechanical means.
cum 236.65 128.75
6.6 Extra for forming cavity 5 cm to 11.5 cm wide in cavity walls with necessary weep
and vent holes including use of cores and cost of providing and fixing bitumastic
coated M .S. ties 300 mm long of 25x3 mm section at not less than 3 ties per sqm as
per approved design.
sqm 176.25 162.05
6.7 Providing half brick masonry with common burnt clay F.P.S. (non modular) bricks
of class designation 7.5 in cement mortar 1:3 (1 Cement : 3 coarse sand) in
superstructure for closing cavity 5 to 7.5 cm wide in cavity wall complete with 10cm
/ 11.4 cm wide bitumen felt type 3 grade 1.

metre 254.00 237.75

6.8 Brick work 7 cm thick with common burnt clay F.P.S. (non modular) brick of class
designation 7.5 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure
above plinth level and upto floor five level. sqm 749.75 686.90
6.9 Brick work in plain arches in superstructure above plinth level and upto floor five
level including centering and shuttering complete for span up to 6 metres with
common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in cement
mortar 1:3 (1 cement : 3 coarse sand).

cum 12352.95 11196.90

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

cum 15361.90 13881.90

6.11 Extra for additional cost of centering for arches exceeding 6m span including all
shuttering, bolting, wedging and removal (Area of the soffit to be measured).
sqm 560.65 482.55
6.12 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class
designation 7.5 in foundations and plinth in :
6.12.1 Cement mortar 1:3 (1 cement : 3 coarse sand) sqm 798.25 746.45
6.12.2 cement mortar 1:4 (1 cement : 4 coarse sand) sqm 773.75 721.50
6.13 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class
designation 7.5 in superstructure above plinth level up to floor V level.

6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand) sqm 956.60 879.75
6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand) sqm 932.10 854.85
6.14 Extra for half brick masonry in superstructure, above floor V level for every four
floors or part thereof by mechanical means. sqm 20.95 11.40
6.15 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third
course of half brick masonry. sqm 80.10 77.90
6.16 Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class
designation 10 in foundation and plinth in:
6.16.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 9651.05 8780.75
6.16.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 9300.90 8424.75
6.17 Tile brick masonry with common burnt clay machine moulded tile bricks of class
designation 12.5 conforming to IS : 2690 (Part I) in foundation and plinth in cement
mortar 1:6 (1 cement : 6 coarse sand). cum 9716.75 8070.10
6.18 Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class
designation 10 in superstructure above plinth level up to floor V level in cement
mortar 1:6 (1 cement : 6 coarse sand). cum 10808.25 9717.05
6.20 Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class
designation 10 in plain arch work in superstructure above plinth and upto floor five
level in cement mortar 1:4 (1 cement : 4 coarse sand) including centering and
shuttering complete.
cum 15551.35 13862.45
6.21 Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class
designation 10 in gauged arch work in superstructure above plinth and upto floor
five level in cement mortar 1:4 (1 cement : 4 coarse sand) including centering and
shuttering complete.
cum 18567.55 16546.30
6.22 Tile brick masonry work 5 cm thick with common burnt clay F.P.S. (non modular)
tile bricks of class designation 10 in cement mortar 1:3 (1 cement : 3 coarse sand) in
superstructure above plinth and upto floor five level.
sqm 773.25 694.85
6.23 Honey-comb brick work 10 / 11.4 cm thick with common burnt clay bricks of class
designation 7.5 in super structure above plinth level upto floor V level with cement
mortar 1:4 (1 cement : 4 coarse sand). sqm 594.15 542.65
6.24 Extra for laying brick work in or under water and/or liquid mud including cost of
pumping or bailing out water and removing slush etc. complete. NOTE :- The
quantity will be calculated by multiplying the depth measured from sub - soil water
level up to the centre of gravity of brick work under sub - soil water with the
quantity of brick work in cum. executed under the sub - soil water. The depth of
centre of gravity shall be reckoned correct to 0.1 m, 0.05 m or more shall be taken as
0.1 m and less than 0.05 m ignored.
cum per
metre depth 794.65 650.05
6.25 Extra for laying brick work in or under foul position. cum 336.55 279.60
6.26 Brick work with common burnt clay selected F.P.S. (non modular) bricks of class
designation 7.5 in exposed brick work including making horizontal and vertical
grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6
coarse sand)

6.26.1 From ground level upto plinth level cum 6324.30 5879.05
6.26.2 Above plinth level upto floor V level cum 7832.00 7141.50
6.27 Brick work with common burnt clay modular bricks of class designation 7.5 in
exposed brick work including making horizontal and vertical grooves 10mm wide
12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand).

6.27.1 From ground level upto plinth level cum 5339.10 4374.65
6.27.2 Above plinth level upto floor V level cum 6772.15 5576.50
6.28 Brick work with common burnt clay machine moulded modular bricks of class
designation 12.5 in exposed brick work including making horizontal and vertical
grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6
coarse sand).

6.28.1 From ground level upto plinth level cum 5990.70 5498.60
6.28.2 Above plinth level upto floor V level cum 7423.70 6700.45
6.29 Brick work with common burnt clay machine moulded F.P.S. (non modular) bricks
of class designation 12.5 in exposed brick work including making horizontal and
vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1
cement : 6 coarse sand).

6.29.1 From ground level upto plinth level cum 6524.40 5880.75
6.29.2 Above plinth level upto floor V level cum 7900.55 7026.95
6.30 Brick work with common burnt clay machine moulded perforated F.P.S. (non
modular) bricks of class designation 12.5 conforming IS : 2222 in exposed brick
work including making horizontal and vertical grooves 10mm wide 12 mm deep
complete in cement mortar 1:6 (1 cement : 6 coarse sand).

6.30.1 From ground level upto plinth level cum 6326.15 5811.90
6.30.2 Above plinth level upto floor V level cum 7759.15 7013.70
6.31 Brick work with common burnt clay machine moulded perforated modular bricks of
class designation 12.5 conforming to IS : 2222 in exposed brick work including
making horizontal and vertical grooves 10 mm wide 12mm deep complete in cement
mortar 1:6 (1 cement : 6 coarse sand).

6.31.1 From ground level upto plinth level cum 6121.00 4948.25
6.31.2 Above plinth level upto floor V level cum 7554.00 6150.05
6.32 Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in
superstructure above plinth level up to floor five level in :

6.32.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 7971.70 6584.70
6.32.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 7752.90 6362.20
6.34 Brick work with non modular fly ash bricks conforming to IS:12894, class
designation 10 average compressive strength in super structure above plinth level up
to floor V level in :
6.34.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 7473.25 6537.55
6.34.2 Cement mortar 1:6 (1 cement : 6 Coarse sand) cum 7280.70 6341.75
6.35 Brick work with modular calcium silicate bricks machine moulded conforming to
IS:4139, class designation 10 average compressive strength in super structure above
plinth level up to floor V level in :
6.35.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 8190.00 6747.40
6.35.2 Cement mortar 1:6 (1 cement : 6 Coarse sand) cum 7997.40 6551.60
6.36 Brick work with modular extruded brunt fly ash clay sewer bricks (Conforming to
IS: 4885 ) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth :

6.36.1 Cement Mortar 1:4 ( 1 cement : 4 coarse sand) cum 6407.35 5225.45
6.37 Brick work with modular extruded brunt fly ash clay sewer bricks (conforming to IS
: 4885) in arches in foundation and plinth in cement mortar 1:3 ( 1 cement : 3 fine
sand). cum 11309.95 9630.60
6.38 Providing and laying autoclaved aerated cement blocks masonry with 100 mm thick
AAC blocks in super structure above plinth level up to floor V level in cement
mortar 1:4 (1 cement : 4 coarse sand ). The rate includes providing and placing in
position 2 Nos 6 mm dia M.S. bars at every third course of masonry work.

cum 8227.35 7160.00

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

sqm 853.50 743.95

6.41 Extra for Gypsum panel Partitions in superstructure above floor V level for every
four floors or part thereof. sqm 129.15 104.90
6.44 Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay
F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement
mortar 1:4 (1 cement : 4 fine sand). metre 52.00 49.65
6.45 Half brick masonry with non modular fly ash bricks of class designation 10,
conformingio IS :12894, in super structure above plinth and upto floor V level.

6.45.1 Cement mortar 1 : 3 (1 cement : 3 coarse sand) sqm 941.50 828.00

6.45.2 Cement mortar 1 : 4 (1 cement : 4 coarse sand) sqm 917.00 803.05
6.47 Providing and laying autoclaved aerated cement blocks masonry with
150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up
to floor V level with RCC band at sill level and lintel level with approved block
laying polymer modified adhesive mortar all complete as per direction of Engineer-
in-Charge. (The payment of RCC band and reinforcement shall be made for
seperately).
cum 6636.95 5752.20
7 STONE WORK
7.1 Random rubble masonry with hard stone in foundation and plinth including levelling
up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone
aggregate 20 mm nominal size) upto plinth level with :

7.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 6120.80 5041.95
7.2 Random rubble masonry with hard stone in superstructure above plinth level and
upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement :
6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills,
ceiling level and the like.

7.2.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 7489.95 6238.10
7.4 Extra for random rubble masonry with hard stone in :
7.4.1 Square or rectangular pillars cum 728.50 658.85
7.4.2 Circular pillars cum 2025.50 1775.80
7.5 Extra for random rubble masonry with hard stone curved on plan for a mean radius
not exceeding 6 m. cum 804.45 673.00
7.6 Coursed rubble masonry (first sort) with hard stone in foundation and plinth with :
7.6.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 7312.15 6096.90
7.7 Coursed rubble masonry (second sort) with hard stone in foundation & plinth with :

7.7.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 6805.25 5656.30
7.8 Coursed rubble masonry with hard stone (first or second sort) in superstructure
above plinth level and upto floor five level.
7.8.1 Masonry work (first sort), in cement mortar 1:6 (1 cement : 6 coarse sand)
cum 8718.00 7272.35
7.8.2 Masonry work (second sort), in cement mortar 1:6 (1 cement: 6 coarse sand)
cum 8211.10 6831.80
7.10 Extra for coursed rubble masonry with hard stone (first or second sort) in:

7.10.1 Square or rectangular pillars cum 603.15 735.70

7.10.2 Circular pillars cum 2301.65 2025.55
7.11 Extra for coursed rubble masonry with hard stone (first or second sort) curved on
plan for a mean radius not exceeding 6 m. cum 875.35 736.30
7.12 Stone work in plain ashlar in super structure upto floor five level in cement mortar
1:6 (1 cement : 6 coarse sand) including pointing with cement mortar 1:2 (1 white
cement : 2 stone dust) with an admixture of pigment matching the stone shade :

7.12.1 One face dressed

7.12.1.1 Red sand stone cum 47132.00 41165.00
7.12.1.2 White sand stone cum 69604.00 60520.00
7.12.2 Both face dressed
7.12.2.1 Red sand stone cum 64279.00 56394.00
7.12.2.2 White sand stone cum 86751.00 75747.00
7.13 Stone work plain ashlar in arches in super structure upto floor V level in cement
mortar 1:3 (1 cement : 3 coarse sand) including centering, shuttering and pointing
with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of
pigment matching the stone shade.

7.13.1 One face dressed

7.13.1.1 Red sand stone cum 52907.00 46179.00
7.13.1.2 White sand stone cum 75379.00 65533.00
7.13.2 Both face dressed
7.13.2.1 Red sand stone cum 70053.00 61407.00
7.13.2.2 White sand stone cum 92525.00 80760.00
7.14 Stone work plain ashlar in domes , in super structure upto floor V level in cement
mortar 1:3 (1 cement : 3 coarse sand) including centering, shuttering and pointing
with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of
pigment matching the stone shade.

7.14.1 One face dressed

7.14.1.1 Red sand stone cum 83532.00 75872.00
7.14.1.2 White sand stone cum 106004.00 95227.00
7.14.2 Both face dressed
7.14.2.1 Red sand stone cum 126051.00 116234.00
7.14.2.2 White sand stone cum 148523.00 135587.00
7.15 Stone work ashlar punched (ordinary) in superstructure upto floor five level in
cement mortar 1:6 (1 white cement : 6 coarse sand) including pointing with cement
mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching
the stone shade.

7.15.1 One face dressed

7.15.1.1 Red sand stone cum 44498.00 38691.00
7.15.1.2 White sand stone cum 66970.00 58045.00
7.15.2 Both faced punched
7.15.2.1 Red sand stone cum 59010.00 51442.00
7.15.2.2 White sand stone cum 81482.00 70796.00
7.16 Extra for stone work, random rubble / coursed rubble masonry / ashlar masonry
above floor V level for every four floors or part thereof. cum 1493.00 1212.00
7.17 Extra for plain ashlar or ashlar punched in :
7.17.1 Square or rectangular pillars cum 2400.00 2084.00
7.18 Extra for stone work; plain ashlar or ashlar punched curved on plan with a mean
radius not exceeding 6 m. cum 1670.00 1449.00
7.19 Extra for additional cost of centering for arches exceeding 6m span including all
strutting, bolting, wedging etc. and removal (area of soffit to be measured).
sqm 560.65 482.55
7.20 Stone work ashlar sunk or moulded or sunk and moulded upto floor five level in
cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with white cement
mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching
the stone shade :

7.20.1 Red sand stone cum 67731.00 60369.00

7.20.2 White sand stone cum 90203.00 79723.00
7.21 Extra for stone work ashlar sunk or moulded or sunk and moulded or carved in :

7.21.1 Triangular or Square or rectangular pillars cum 3131.00 2717.00

7.21.2 Circular or polygonal pillars cum 8871.00 7700.00
7.22 Extra for stone work ashlar sunk or moulded in cornices.

per metre
per cm girth
(60cm deep) 225.35 195.90
7.24 Extra for stone work (veneer work) curved on plan with a mean radius not exceeding
6 m. cum 2400.00 2084.00
7.26 Providing and fixing stone dowels 10x5x2.50 cm cut to double wedge shape as per
design in cement mortar 1:2 (1 cement : 2 coarse sand), including making the
necessary chases. each 45.75 40.10
7.28 Providing and fixing sloping chajja of stone 40 mm thick and upto 80 cm wide
beyond the wall as measured along the slope in cement mortar 1:4 (1 cement : 4
coarse sand) with 12 mm diameter anchoring steel bar, 45 cm long, fixed in each
stone and supported on and including with bricks cove in cement mortar 1:4 (1
cement : 4 coarse sand), including pointing in cement mortar 1:2 (1 white cement : 2
stone dust) with an admixture of pigment matching the stone shade :

7.28.1 Red sand stone :

7.28.1.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
sqm 2081.20 1866.95
7.28.2 White sand stone :
7.28.2.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
sqm 2081.20 1897.30
7.29 Providing and fixing horizontal chajja of stone 40 mm thick and upto 80 cm
projection in cement mortar 1:4 (1 cement : 4 coarse sand), including pointing in
white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of
pigment matching the stone shade :

7.29.1 Red sand stone sqm 1306.75 1179.05

7.29.2 White sand stone sqm 1306.75 1205.55
7.30 30 mm red sand stone sun-shade (chisel-dressed) supported on red sand stone
brackets, fixed in walls with cement mortar 1:4 (1 cement : 4 coarse sand), including
finishing complete. sqm 1556.40 1408.45
7.31 Providing and fixing red sand stone brackets 55x22.5x45 cm sunk and moulded
including providing and fixing with 4 Nos gun metal cramp 25x6 mm 30 cm long
each 5032.85 4608.80
7.32 Stone work, plain in copings, cornices, string courses and plinth courses, upto 75
mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including pointing with
white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of
pigment matching the stone shade.

7.32.1 Red sand stone cum 66408.90 58141.00

7.32.2 White sand stone cum 88880.00 77496.30
7.33 Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1
cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white
cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali
slab without any chamfers etc.

7.33.1 Red sand stone sqm 11230.40 10058.00

7.33.2 White sand stone sqm 11230.40 10082.30
7.34 Extra for laying stone work in or under water and/or liquid mud including cost of
pumping or bailing out water and removing slush etc. complete. NOTE :- The
quantity will be calculated by multiplying the depth measured from sub-soil water
level 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 correct to 0.1 m, 0.05 m or more shall be taken as 0.1 m and less
than 0.05 m ignored.
cum per
metre depth 794.65 650.05
7.35 Extra for laying stone work in or under foul position. cum 336.55 279.60
7.38 Stone tile work for wall lining upto 10 m height with special adhesive over 12 mm
thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in
white cement with an admixture of pigment to match the stone shade.

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

7.38.1.1 Granite stone of any colour and shade sqm 2537.40 2276.60
7.38.1.2 Raj Nagar plain white marble/ Udaipur green marble/ Zebra black marble
sqm 2263.10 1993.25
8 CLADDING WORK
8.1 Marble work gang saw cut (polished and machine cut) of thickness 18 mm for wall
lining (veneer work), backing filled with a grout of average 12 mm thick in cement
mortar 1:3 (1 cement : 3 coarse sand), including pointing with white cement mortar
1:2 (1 white cement : 2 marble dust) with an admixture of pigment to match the
marble shade (To be secured to the backing by means of cramps, which shall be paid
for separately).

8.1.1 Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble.

8.1.1.1 Area of slab upto 0.50 sqm sqm 4439.40 3864.75

8.1.1.2 Area of slab over 0.50 sqm sqm 4615.65 4014.65
8.2 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and
prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias
and similar locations of required size, approved shade, colour and texture laid over
20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with
white cement, mixed with matching pigment, epoxy touch ups, including rubbing,
curing, moulding and polishing to edges to give high gloss finish etc. complete at all
levels.

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

8.2.1.1 Area of slab upto 0.50 sqm sqm 2777.40 2473.80

8.2.1.2 Area of slab over 0.50 sqm sqm 2552.65 2250.05
8.2.2 Granite of any colour and shade
8.2.2.1 Area of slab upto 0.50 sqm sqm 4217.35 3994.65
8.2.2.2 Area of slab over 0.50 sqm sqm 4007.65 3762.00
8.3 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc.,
including machine polishing to edge to give high gloss finish etc. complete as per
design approved by Engineer-in-Charge.
8.3.1 Marble work metre 220.35 182.95
8.3.2 Granite work metre 376.25 312.00
8.4 Extra for fixing marble /granite stone, over and above corresponding basic item, in
facia and drops of width upto 150 mm with epoxy resin based adhesive, including
cleaning etc. complete. metre 434.25 397.50
8.5 Extra for providing opening of required size & shape for wash basin/ kitchen sink in
kitchen platform, vanity counter and similar location in marble/ Granite/ stone work,
including necessary holes for pillar taps etc. including moulding, rubbing and
polishing of cut edges etc. complete.

each 734.55 678.55

8.6 Mirror polishing on marble work/Granite work/stone work where ever required to
give high gloss finish complete. sqm 368.00 307.60
8.7 Providing and fixing cramps of required size & shape in RCC/ CC / Brick masonry
backing with cement mortar 1:2 ( 1 cement :2 coarse sand), including drilling
necessary hole in stones and embedding the cramp in the hole (fastener to be paid
separately).

8.7.1 Gunmetal cramps kg 627.85 545.40

8.7.2 Stainless steel cramps kg 612.60 532.20
8.8 Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry
surface backing including drilling necessary holes and the cost of bolt etc complete.

8.8.1 Wedge expansion type

8.8.1.1 Fastener with threaded dia 6 mm each 33.05 26.10
8.8.1.2 Fastener with threaded dia 10 mm each 33.35 28.75
8.8.1.3 Fastener with threaded dia 12 mm each 55.10 45.30
8.9 Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar
1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in
white cement complete.
8.9.1 8mm thick
8.9.1.1 Raj nagar plain white marble/ Udaipur green marble/ Zebra black marble
sqm 2515.40 2291.70
8.9.1.2 Granite of any colour and shade sqm 2926.85 2638.15
8.10 Providing and fixing stone slab with table rubbed, edges rounded and polished, of
size 75x50 cm deep and 1.8 cm thick, fixed in 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 coarse sand : 4 graded
stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and
finished smooth.

8.10.1 White Agaria Marble Stone sqm 3216.90 2636.55

8.10.2 Granite Stone of approved shade sqm 3216.90 3026.85
8.11 Providing and fixing machine cut, mirror/ eggshell polished , Marble stone work for
wall lining (veneer work) including dado, skirting, risers of steps etc., in required
design and pattern wherever required, stones of different finished surface texture, on
12 mm (average) thick cement mortar 1:3 (1 cement : 3 coarse sand) laid and jointed
with white cement slurry @ 3.3 kg/sqm including pointing with white cement slurry
admixed with pigment of matching shade, including rubbing, curing, polishing etc.
all complete as per Architectural drawings, and as directed by the Engineer-in-
Charge.
8.11.1 18 mm thick Italian Marble stone slab,Perlato, Rosso verona, Fire Red or Dark
Emperadore etc. sqm 8823.75 7720.00
8.14 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre
height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1
cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white
cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To
be secured to the backing and the sides by means of cramps and pins which shall be
paid for separately) :

8.14.1 Red sand stone - exposed face fine dressed with rough backing.
8.14.1.1 70 mm thick sqm 4460.95 3934.30
8.14.1.2 60 mm thick sqm 4316.20 3810.45
8.14.1.3 50 mm thick sqm 4171.80 3686.85
8.14.1.4 40 mm thick sqm 4026.80 3562.60
8.14.1.5 30 mm thick sqm 3882.00 3438.65
8.14.2 Red sand stone - Exposed face machine cut and table rubbed with rough backing.

8.14.2.1 70 mm thick sqm 6154.70 5481.00

8.14.2.2 60 mm thick sqm 6010.00 5357.15
8.14.2.3 50 mm thick sqm 5865.60 5233.55
8.14.2.4 40 mm thick sqm 5720.60 5109.30
8.14.2.5 30 mm thick sqm 5575.75 4985.35
8.14.3 White sand stone - exposed face fine dressed with rough backing .
8.14.3.1 70 mm thick sqm 6034.30 5289.35
8.14.3.2 60 mm thick sqm 5664.85 4971.95
8.14.3.3 50 mm thick sqm 5296.25 4655.25
8.14.3.4 40 mm thick sqm 4925.00 4336.20
8.14.3.5 30 mm thick sqm 4556.15 4019.25
8.14.4 White sand stone - Exposed face machine cut and table rubbed with rough backing.

8.14.4.1 70 mm thick sqm 7728.10 6836.05

8.14.4.2 60 mm thick sqm 7358.65 6518.65
8.14.4.3 50 mm thick sqm 6990.05 6201.95
8.14.4.4 40 mm thick sqm 6618.80 5882.90
8.14.4.5 30 mm thick sqm 6249.90 5566.00
8.14.5 Gang saw cut stone
8.14.5.1 30mm thick White sand stone sqm 2549.75 2203.35
8.14.5.2 30mm thick Red sand stone sqm 2360.10 2097.25
8.15 Providing and fixing stainless steel cramps of required size and shape for anchoring
stone wall lining to the backing or securing adjacent stones in stone wall lining in
cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary
chases in stone and holes in walls wherever required.

kg 612.60 532.20
8.16 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent
stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand),
including making the necessary chases. each 36.20 31.75
8.17 Wall lining butch work upto 10m height with Dholpur stone 40 mm thick rough
facing on the exposed surface with stone strips of minimum length 300 mm and
required width, including embedding every tenth layer and bottom most layer in
masonry or concrete after making necessary chases of size 75x75 mm and by
providing layer of 75 mm thick strips i/c 12 mm thick bed of cement mortar 1:3 (1
Cement : 3 coarse sand) i/c ruled pointing in cement mortar 1:2 (1 white cement : 2
stone dust) with an admixture of pigment to match the shade of stone complete as
per direction of Engineer-in-charge.

sqm 2388.00 2134.75

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

8.18.1 Kota stone slabs exposed face dressed and rubbed.

8.18.1.1 25 mm thick sqm 2890.25 2427.10
8.19 Extra for stone work for wall lining on exterior walls of height more than 10 m from
ground level for every additional height of 3 m or part there of.
sqm 129.65 115.50
8.20 Providing and fixing dry cladding upto 10 metre heights with 30mm thick gang saw
cut stone with (machine cut edges) of uniform colour 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 etc. shall
be paid for separately).

8.20.1 Red sand stone - 30mm thick gang saw cut stone sqm 2217.75 1974.05
8.20.2 White sand stone - 30mm thick gang saw cut stone sqm 2407.40 2080.15
8.21 Providing and fixing structural steel frame (for dry cladding with 30 mm thick gang
saw cut with machine cut edges sand stone) on walls at all heights using M.S.
square/ rectangular tube in the required pattern as per architectural drawing,
including cost of cutting, bending, welding etc. The frame work shall be fixed to the
wall with the help of M.S. brackets/ lugs of angle iron/ flats etc. which shall be
welded to the frame and embedded in brick wall with cement concrete block 1:2:4 (1
cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) of size
300x230x300 mm, including cost of necessary centring and shuttering and with
approved expansion hold fasteners on CC/RCC surface, including drilling necessary
holes. Approved cramps/ pins etc. shall be welded to the frame work to support
stone cladding, the steel work will be given a priming coat of Zinc primer as
approved by Engineer-in-charge and painted with two or more coats of epoxy paint
(Shop drawings shall be submitted by the contractor to the Engineer-in-charge for
approval before execution). The frame work shall be fixed in true horizontal &
vertical lines/planes. (Only structural steel frame work shall be measured for the
purpose of payment, stainless steel cramps shall be paid for separately and nothing
extra shall be paid).

kg 183.35 183.40
8.22 Providing and fixing adjustable stainless steel cramps of approved quality, required
shape and size, adjustable with stainless steel nuts, bolts and washer (total weight
not less than 260 gms), for dry stone cladding fixed on frame work at suitable
location, including making necessary recesses in stone slab, drilling required holes
etc complete as per direction of the Engineer-in-charge.

each 327.00 302.65

8.23 Providing 50x50x50 mm 2nd class teak wood plugs including cutting brick work
and fixing in cement mortar 1:3 (1 cement : 3 fine sand) and making good the walls
etc. each 33.90 30.10
8.24 Providing and fixing expandable fasteners of specified size with necessary plastic
sleeves and galvanised M.S. screws including drilling holes in masonry work /CC/
R.C.C. and making good etc. complete.
8.24.1 25 mm long each 18.95 16.45
8.24.2 32 mm long each 20.35 17.65
8.24.3 40 mm long each 24.35 21.15
8.24.4 50 mm long each 25.70 22.30
8.25 Providing and fixing 2nd class teak wood plain lining tongued and grooved,
including wooden plugs complete with necessary screws and priming coat on
unexposed surface.
8.25.1 40 mm thick sqm 6137.70 5351.05
8.25.2 25 mm thick sqm 4057.75 3547.65
8.25.3 20 mm thick sqm 3291.15 2874.95
8.25.4 12 mm thick sqm 2181.80 1913.15
8.26 Providing and fixing in wall lining flat pressed three layer (medium density) particle
board or graded wood Pre-laminated one side decorative lamination and other side
balancing lamination Grade I, Type II, IS : 12823 marked, including priming coat on
unexposed arrangement and screws etc. complete :

8.26.1 12 mm thick sqm 1269.60 1039.00

8.26.2 18 mm thick sqm 1431.50 1119.50
8.26.3 25 mm thick sqm 1799.45 1486.20
8.27 Providing and fixing specified wood frame work consisting of battens 50x25mm
fixed with rawl plug and drilling necessary holes for rawl plug etc. including
priming coat complete.
8.27.1 Kiln seasoned and chemically treated hollock wood cum 165255.05 142918.40
8.28 Providing and fixing plywood 4 mm thick, one side decorative veneer conforming to
IS: 1328 (type-1), for plain lining / cladding with necessary screws, including
priming coat on unexposed surface with :
8.28.1 Decorative veneer facings of approved manufacture sqm 1551.00 1395.20
8.29 Providing and fixing 4mm thick coir veneer board, ISI marked IS : 14842, plain
lining with necessary screws, priming coat on unexposed surface etc., complete.
sqm 1502.85 1314.40
8.30 Providing and fixing skirting with Pre-laminated (one side decorative and other side
balancing lamination) flat pressed 3 layer or graded particle board (medium density)
Grade I, Type II, IS :12823 marked, with necessary fixing arrangements and screws,
including drilling necessary holes for rawl plugs etc. and priming coat on unexposed
surface complete :

8.30.1 18 mm thick sqm 1891.50 1478.75

8.30.2 25 mm thick sqm 2259.40 1845.45
8.31 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622
(thickness to be specified by the manufacturer), of approved make, in all colours,
shades except burgundy, bottle green, black of any size as approved by Engineer-in-
Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement
mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg
per sqm, including pointing in white cement mixed with pigment of matching shade
complete.

sqm 1030.30 900.80

8.32 Designing, fabricating, testing, installing and fixing in position Curtain Wall with
Aluminium Composite Panel Cladding, with open grooves for linear as well as
curvilinear portions of the building , for all heights and all levels etc. including: (a)
Structural analysis & design and preparation of shop drawings for pressure
equalisation or rain screen principle as required, proper drainage of water to make it
watertight including checking of all the structural and functional design. (b)
Providing, fabricating and supplying and fixing panels of aluminium composite
panel cladding in pan shape in metalic colour of approved shades made out of 4mm
thick aluminium composite panel material consisting of 3mm thick FR grade
mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The
aluminium composite panel cladding sheet shall be coil coated, with Kynar 500
based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and
shade on face # 1 and polymer (Service) coating on face # 2 as specified using
stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer
rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip
Galvanised with serrations and serrated washers to arrest the wind load movement,
fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon
separators to prevent bi-metallic contacts all complete required to perform as per
specification and drawing The item includes cost of all material & labour
component, the cost of all mock ups at site, cost of all samples of the individual
components for testing in an approved laboratory, field tests on the assembled
working curtain wall with aluminium composite panel cladding, cleaning and
protection of the curtain wall with aluminium composite panel cladding till the
handing over of the building for occupation. Base frame work for ACP cladding is
payable under the relevant aluminium item.s 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. up to two decimal places.

sqm 4309.80 3767.05

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

9.1.1 Second class teak wood cum 130183.05 114879.45

9.1.2 Sal wood cum 105327.20 93301.40
9.1.3 Kiln seasoned and chemically treated hollock wood cum 71746.40 65034.45
9.2 Providing laminated veneer lumber conforming to IS:14616 and TAD -15: 2001
(Part B) in factory made frames of doors, windows, clerestory windows and other
frames, wrought framed and fixing in position with hold fast lugs or with dash
fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for
separately).
cum 113706.40 99495.55
9.3 Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in
position with necessary stainless steel screws etc.
9.3.1 Sal wood cum 95893.90 83250.45
9.3.2 Kiln seasoned and chemically treated hollock wood cum 62114.45 54806.50
9.4 Extra for additional labour for circular works, such as in frames of fan light

9.4.1 Second class teak wood cum 13018.35 11487.80

9.4.2 Sal wood cum 10532.80 9330.00
9.4.3 Kiln seasoned and chemically treated hollock wood cum 7175.00 6503.60
9.5 Providing and fixing panelled or panelled and glazed shutters for doors, windows
and clerestory windows, including ISI marked M.S. pressed butt hinges bright
finished of required size with necessary screws, excluding panelling which will be
paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt
hinges and necessary screws shall be paid separately)

9.5.1 Second class teak wood

9.5.1.1 35 mm thick shutters sqm 3613.35 3207.45
9.5.1.2 30 mm thick shutters sqm 3269.85 2909.70
9.5.2 Kiln seasoned and chemically treated hollock wood
9.5.2.1 35 mm thick shutters sqm 2381.55 2168.85
9.5.2.2 30 mm thick shutters sqm 2208.65 2015.00
9.5.3 Kiln seasoned selected planks of sheesham wood
9.5.3.1 35 mm thick shutters sqm 3191.60 2841.90
9.5.3.2 30 mm thick shutters sqm 2906.00 2594.35
9.6 Providing and fixing 35 mm thick factory made laminated veneer lumber door
shutter conforming to IS : 14616 and TADS 15:2001 (Part B), including ISI marked
M.S. pressed butt hinges bright finished of required size with necessary screws, all
complete as per directions of Engineer- in-charge and panelling with panels of :
(Note:- Butt hinges and necessary screws shall be paid separately)

9.6.1 12 mm thick plain grade -1, medium density flat pressed three layer particle board
FPT - I or graded wood particle board FPT- I, IS : 3087 marked, bonded with BWP
type synthetic resin adhesive as per IS : 848 :
sqm 2636.60 2301.20
9.6.2 12 mm thick pre-laminated particle board (decorative lamination on both sides)
grade -1, medium density flat pressed, three layer particle board FPT- I or graded
wood particle board FPT- I, conforming to IS : 3087, bonded with BWP type
synthetic resin adhesive as per IS : 848 and pre-laminated conforming to IS : 12823,
Grade 1, Type - II marked :

sqm 2770.40 2417.35

9.6.3 12 mm thick one side Pre-laminated particle board (decorative lamination on one
side and other sides balancing lamination) grade -1, medium density flat pressed,
three layer particle board FPT - I or graded wood particle board FPT-1 conforming
to IS : 3087 bonded with BWP type synthetic resin adhesive as per IS : 848 and pre-
laminated conforming to IS : 12823, Grade -1, Type II marked :

sqm 3024.60 2638.05

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

9.7.1 Second class teak wood sqm 2942.30 2676.00

9.7.2 Kiln seasoned and chemically treated hollock wood sqm 1949.65 1839.70
9.7.3 Ply wood 5 ply, 9 mm thick
9.7.3.1 Decorative plywood both side decorative veneer (Type - I) conforming to IS 1328
BWR type sqm 2256.55 2128.40
9.7.3.2 Decorative plywood one side decorative veneer and commercial veneer on other
face (Type 1) conforming to IS 1328 BWR Type sqm 2288.95 2157.95
9.7.4 Ply wood 7 ply, 9 mm thick
9.7.4.1 Decorative plywood one side decorative veneer and commercial veneer on other
face (Type 1) conforming to IS 1328 BWR Type sqm 2418.70 2303.00
9.7.5 Particle Board 12 mm thick
9.7.5.1 Plain particle board flat pressed, 3 layer or graded wood particle board medium
density Grade I, IS : 3087 marked sqm 1345.10 1292.10
9.7.5.2 Veneered flat pressed three layer or graded wood particle board with commercial
veneering on both sides conforming to IS:3097, grade I sqm 1688.90 1563.85
9.7.5.3 Pre-laminated particle board with decorative lamination on one side and balancing
lamination on other side, Grade I, Type II IS: 12823 marked
sqm 1753.80 1594.80
9.7.5.4 Pre-laminated particle board with decorative lamination on both sides, Grade I, Type
II, IS:12823 marked sqm 1810.55 1584.95
9.7.6 Coir Veneer Board (conforming to IS 14842)
9.7.6.1 12 mm thick sqm 1964.60 1770.80
9.7.7 Float glass panes
9.7.7.1 4 mm thick glass pane (weight not less than 10kg/sqm). sqm 1792.55 1664.40
9.7.7.2 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). sqm 2116.90 1953.00
9.7.8 Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm
wide aperture with matching wood beading sqm 1458.60 1339.30
9.9 Providing and fixing glazed shutters for doors, windows and clerestory windows
using 4 mm thick float glass panes, including ISI marked M.S. pressed butt hinges
bright finished of required size with necessary screws.

9.9.1 Second class teak wood

9.9.1.1 35 mm thick sqm 4353.75 3862.90
9.9.1.2 30 mm thick sqm 3961.20 3522.60
9.9.2 Kiln seasoned and chemically treated hollock wood
9.9.2.1 35 mm thick sqm 2951.35 2680.40
9.9.2.2 30 mm thick sqm 2753.80 2504.55
9.9.3 Kiln seasoned selected planks of sheesham wood
9.9.3.1 35 mm thick sqm 3874.15 3447.20
9.9.3.2 30 mm thick sqm 3547.75 3164.25
9.10 Providing and fixing factory made laminated veneer lumber glazed shutter
conforming to IS: 14616 and TADS 15:2001 (Part B), using 4 mm thick float glass
panes for doors, windows and clerestory windows, including ISI marked M.S.
pressed butt hinges bright finished of required size with necessary screws, all as per
directions of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be
paid separately)

9.10.1 30 mm thick shutters sqm 2572.50 2301.20

9.11 Extra for providing heavy sheet float glass panes instead of ordinary float glass in
glazed doors, windows and clerestory window shutters. (Area of opening for glass
panes excluding portion inside rebate shall be measured)

9.11.1 5.0 mm thick instead of 4 mm thick. sqm 267.60 238.10

9.12 Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass
panes 4 mm thick in doors, windows and clerestory window shutters. (Area of
opening for glass panes excluding portion inside rebate shall be measured).
sqm 214.05 132.40
9.13 Deduct for providing pin headed glass panes instead of ordinary float glass panes
weighing 4 mm thick in doors, windows and clerestory windows shutters (Area of
opening for glass panes excluding portion inside rebate shall be measured).
sqm 6.70 38.35
9.14 Extra for providing ISI marked Stainless Steel butt hinges instead of M.S. pressed
butt hinges bright finished of required size with necessary screws. (Shutter area to be
measured). sqm 126.50 127.65
9.15 Deduct for not providing hinges in doors, windows or clerestory window shutters
with :
9.15.1 Stainless steel butt hinges with stainless steel screws :
9.15.1.1 For 2nd class teak wood and other class of wood shutters sqm 181.60 175.75
9.15.2 ISI marked M.S. pressed butt hinges bright finished of required size.
9.15.2.1 For 2nd class teak wood and other class of wood shutters sqm 55.15 48.05
9.16 Providing and fixing 25 mm thick shutters for cup board etc. :
9.16.1 Panelled or panelled & glazed shutters :
9.16.1.1 Second class teak wood including ISI marked anodised aluminium butt hinges with
necessary screws sqm 3794.85 3447.20
9.16.1.2 Second class teak wood including iSi marked nickel plated bright finished M.S.
piano hinges with necessary screws sqm 3937.20 3570.75
9.16.2 Glazed shutters :
9.16.2.1 Second class teak wood including ISI marked anodized aluminium butt hinges with
necessary screws sqm 3646.15 3250.35
9.16.2.2 Second class teak wood including ISI marked nickel plated bright finished M.S.
piano hinges with necessary screws sqm 3684.65 3285.20
9.17 Providing and fixing flat pressed 3 layer particle board medium density exterior
grade (Grade I) or graded wood particle board IS : 3087 marked, to frame, backing
or studding with screws etc. complete (Frames, backing or studding to be paid
separately):

9.17.1 12 mm thick sqm 643.50 561.05

9.17.2 18 mm thick sqm 915.60 739.95
9.18 Providing and fixing Pre-laminated flat pressed 3 layer (medium density) particle
board or graded wood particle board IS : 3087 marked, with one side decorative and
other side balancing lamination Grade I, Type II exterior grade IS : 12823 marked,
in shelves with screws and fittings wherever required, edges to be painted with
polyurethane primer (fittings to be paid separately).

9.18.1 18 mm thick sqm 1193.20 941.15

9.18.2 25 mm thick sqm 1548.45 1294.70
9.20 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I)
decorative type, core of block board construction with frame of 1st class hard wood
and well matched teak 3 ply veneering with vertical grains or cross bands and face
veneers on both faces of shutters.

9.20.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
sqm 3023.95 2656.05
9.20.2 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
sqm 2756.35 2423.75
9.20.3 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S.
Piano hinges IS : 3818 marked with necessary screws sqm 2464.70 2158.00
9.21 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I)
non-decorative type, core of block board construction with frame of 1st class hard
wood and well matched commercial 3 ply veneering with vertical grains or cross
bands and face veneers on both faces of shutters:

9.21.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
sqm 1886.70 1726.85
9.21.2 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
sqm 1819.80 1610.70
9.21.3 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S.
piano hinges with necessary screws sqm 1782.35 1565.60
9.22 Extra for Providing and fixing flush doors with decorative veneering instead of non
decorative ISI marked flush door shutters conforming to IS: 2202 (Part I)

9.22.1 On one side only sqm 441.50 356.60

9.23 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth
on all edges of flush door shutters (over all area of door shutter to be measured).
sqm 401.40 348.45
9.24 Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors
(cost of glass excluded) (overall area of door shutter to be measured):

9.24.1 Rectangular or square sqm 173.95 151.00

9.24.2 Circular sqm 180.60 156.80
9.25 Extra if louvers (not exceeding 0.2 sqm) are provided in flush door shutters (overall
area of door shutters to be measured).
9.25.1 Decorative type door sqm 354.55 307.80
9.26 Extra for cutting rebate in flush door shutters (Total area of the shutter to be
measured). sqm 93.65 81.30
9.27 Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of
average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for
doors, windows and clerestory windows with hinges and necessary screws :

9.27.1 35 mm thick shutters

9.27.1.1 with ISI marked M.S. pressed butt hinges bright finished of required size

9.27.1.1.1 Second class teak wood sqm 4221.20 3761.95

9.27.1.1.2 Kiln seasoned and chemically treated hollock wood sqm 2979.50 2715.00
9.27.1.1.3 Kiln seasoned selected class of sheesham wood sqm 3796.15 3393.55
9.27.1.2 With ISI marked stainless steel butt hinges of required size
9.27.1.2.1 Second class teak wood sqm 4347.70 3889.60
9.27.1.2.2 Kiln seasoned and chemically treated hollock wood sqm 3106.00 2842.65
9.27.1.2.3 Kiln seasoned selected class of sheesham wood sqm 3922.65 3521.20
9.27.2 30 mm thick shutters
9.27.2.1 with ISI marked M.S. pressed butt hinges bright finished of required size

9.27.2.1.1 Second class teak wood sqm 3750.75 3344.95

9.27.2.1.2 Kiln seasoned and chemically treated hollock wood sqm 2689.60 2450.25
9.27.2.1.3 Kiln seasoned selected class of sheesham wood sqm 3386.90 3029.60
9.27.2.2 With ISI marked stainless steel butt hinges of required size
9.27.2.2.1 Second class teak wood sqm 3877.25 3472.60
9.27.2.2.2 Kiln seasoned and chemically treated hollock wood sqm 2815.90 2577.80
9.27.2.2.3 Kiln seasoned selected class of sheesham wood sqm 3513.40 3157.25
9.31 Providing and fixing wire gauge laminated veneer lumber shutters conforming to
IS : 14616, and as per TADS 15 :2001 (Part B) using galvanised wire gauge with
average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm as per
IS :1568, for doors, windows and clerestory windows, including ISI marked M.S.
pressed butt hinges bright finished of required size with necessary screws, as per
directions of Engineer-in-charge: (Note:- Butt hinges and necessary screws shall be
paid separately)

9.31.1 35 mm thick shutters sqm 2636.60 2301.20

9.31.2 30 mm thick shutters sqm 2382.40 2080.50
9.40 Providing and fixing wooden moulded beading to door and window frames with iron
screws, plugs and priming coat on unexposed surface etc. complete :

9.40.1 2nd class teak wood

9.40.1.1 50x12 mm metre 184.60 175.50
9.40.1.2 50 x 20 mm metre 232.15 216.75
9.40.2 Kiln seasoned and chemically treated hollock wood
9.40.2.1 50x12 mm metre 149.20 145.60
9.40.2.2 50x20 mm metre 173.15 166.90
9.41 Providing and fixing plain jaffri of 35x10 mm laths placed 35 mm apart (frames to
be paid separately), including fixing 50x12 mm beading complete with :

9.41.1 Second class teak wood sqm 2546.90 2284.75

9.42 Providing and fixing 18 mm thick, 150 mm wide pelmet of flat pressed 3 layer or
graded wood particle board medium density grade I, IS : 3087 marked, including top
cover of 6 mm commercial ply wood conforming to IS: 303 BWR grade, nickel
plated M.S. pipe 20 mm dia ( heavy type) curtain rod with nickel plated brackets,
including fixing with 25x3 mm M.S. flat 10 cm long fixed to pelmet with hollock
wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and
rawl plugs 75 mm long etc. all complete.

metre 505.95 438.20

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

metre 632.65 538.70

9.44 Extra for using veneered particle board conforming to IS 3097 Grade I, in item of
pelmet 18mm thick 150mm wide.
9.44.1 Non decorative veneer on both sides metre 33.20 28.80
9.44.2 Particle board with decorative veneering on both sides metre 107.05 92.90
9.45 Providing and fixing teak wood lipping of size 25x3 mm in pelmet. metre 60.10 50.45
9.46 Providing and fixing chromium plated brass curtain rod having wall thickness of
1.25mm with two chromium plated brass brackets fixed with C.P. brass screws and
PVC sleeves etc., wherever necessary complete :

9.46.1 12 mm dia metre 272.80 237.95

9.46.2 20 mm dia metre 373.15 325.10
9.46.3 25 mm dia metre 480.15 418.00
9.47 Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets
:
9.47.1 20 mm dia (heavy type) metre 155.65 131.65
9.47.2 25 mm dia (heavy type) metre 162.35 137.45
9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with
M.S. flats, square or round bars etc. including priming coat with approved steel
primer all complete.
9.48.1 Fixed to steel windows by welding kg 165.30 158.70
9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc. kg 183.50 172.95
9.49 Providing and fixing expanded metal 20x60 mm strands 3.25 mm wide and 1.6mm
thick for windows etc. including 62 x19 mm beading of II nd class teak wood and
priming coat with approved steel primer all complete.
sqm 1240.55 1084.75
9.50 Providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not less
than 7.75 Kg per sqm to window frames etc. including 62x19 mm beading of second
class teak wood and priming coat with approved steel primer all complete.
sqm 1448.35 1281.75
9.51 Providing and fixing fly proof galvanized M.S. wire gauge to windows and
clerestory windows using wire gauge with average width of aperture 1.4 mm in both
directions with wire of dia 0.63 mm all complete.

9.51.1 With 2nd class teak wood beading 62X19 mm sqm 1133.35 990.55
9.51.2 With 12 mm mild steel U beading sqm 781.25 685.35
9.52 Deduct for fixing 75x25 mm hard drawn steel wire fabric of weight not less than
7.75 Kg per sqm in panelled and glazed door and window shutter instead of glass
sheet 4 mm thick. sqm 173.95 155.65
9.53 Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10
mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block
30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm
nominal size).
each 179.20 166.30
9.54 Providing beams including hoisting, fixing in position and applying wood
preservative for the unexposed surfaces, etc. complete with :
9.54.1 Sal wood cum 93844.40 81222.95
9.54.2 Hollock wood cum 59720.35 52428.40
9.55 Providing and fixing ISI marked M.S. pressed butt hinges bright finished with
necessary screws etc. complete :
9.55.1 125x65x2.12 mm each 46.25 40.70
9.55.2 100x58x1.90 mm each 37.30 32.90
9.55.3 75x47x1.70 mm each 31.05 27.45
9.55.4 50x37x1.50 mm each 15.65 14.35
9.56 Providing and fixing ISI marked, IS : 1341, M.S. heavy weight butt hinges with
necessary screws etc. complete :
9.56.1 125x90x4.00 mm each 56.30 51.75
9.56.2 100x75x3.50 mm each 48.00 44.50
9.56.3 75x60x3.10 mm each 36.25 33.75
9.56.4 50x40x2.50 mm each 19.80 19.10
9.57 Providing and fixing ISI marked oxidised M.S. pressed butt hinges with necessary
screws etc. complete.
9.57.1 125x65x2.12 mm each 45.95 39.85
9.57.2 100x58x1.90 mm each 38.20 34.25
9.57.3 75x47x1.70 mm each 32.30 28.80
9.57.4 50x37x1.50 mm each 16.30 14.90
9.58 Providing and fixing ISI marked oxidised M.S. pressed Parliamentary hinges with
necessary screws etc. complete :
9.58.1 150x125x27x2.80 mm each 75.20 65.75
9.58.2 125x125x27x2.80 mm each 71.90 61.80
9.58.3 100x125x27x2.80 mm each 61.45 54.15
9.58.4 75x100x20x2.24 mm each 54.05 47.70
9.59 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with
necessary screws etc. complete :
9.59.1 150 mm each 244.75 216.60
9.59.2 125 mm each 218.00 193.35
9.59.3 100 mm each 189.75 168.80
9.60 Providing and fixing oxidised M.S. double acting spring hinges with necessary
screws etc. complete.
9.60.1 150 mm each 270.20 239.80
9.60.2 125 mm each 235.65 216.60
9.60.3 100 mm each 216.50 192.05
9.61 Providing M.S. Piano hinges ISI marked IS : 3818 finished with nickel plating and
fixing with necessary screws etc., complete.
9.61.1 Overall width 35 mm metre 270.95 235.90
9.61.2 Overall width 50 mm metre 265.60 235.90
9.61.3 Overall width 65 mm metre 281.65 249.85
9.62 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and
screws etc. complete :
9.62.1 300x16 mm each 183.30 157.30
9.62.2 250x16 mm each 170.00 144.55
9.63 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type)
with necessary screws etc. complete :
9.63.1 250x10 mm each 74.15 65.00
9.63.2 200x10 mm each 60.55 53.20
9.63.3 150x10 mm each 52.55 46.25
9.63.4 100x10 mm each 38.70 34.10
9.64 Providing and fixing ISI marked 85x42 mm oxidised M.S. pull bolt lock conforming
to IS : 7534 with necessary screws bolts, nut and washers etc. complete.
each 104.70 94.85
9.65 Providing and fixing ISi marked oxidised M.S. door latches conforming to IS:5930
with screws etc. complete :
9.65.1 300x20x6 mm each 81.75 71.75
9.65.2 250x20x6 mm each 68.40 60.15
9.66 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with
necessary screws etc. complete :
9.66.1 125 mm each 34.85 30.65
9.66.2 100 mm each 27.95 24.65
9.66.3 75 mm each 23.90 21.15
9.67 Providing and fixing oxidised M.S. hasp and staple (safety type) conforming to IS :
363 with necessary screws etc. complete :
9.67.1 150 mm each 28.75 25.45
9.67.2 115 mm each 25.60 22.70
9.67.3 90 mm each 21.70 19.35
9.68 Providing and fixing oxidised M.S. casement stays (straight peg type) with
necessary screws etc. complete.
9.68.1 300 mm weighing not less than 200 gms each 58.80 51.70
9.68.2 250 mm weighing not less than 150 gms each 51.40 45.25
9.68.3 200 mm weighing not less than 120 gms each 44.70 39.45
9.69 Providing and fixing oxidised M.S. Safety chain with necessary fixtures for doors,
(weighting not less than 450 gms) each 88.50 77.45
9.70 Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless
steel screws etc. complete :
9.70.1 125x64x1.90 mm each 84.50 81.60
9.70.2 100X58X1.90 mm each 74.60 73.45
9.70.3 75x47x1.80 mm each 56.60 54.65
9.70.4 50x37x1.50 mm each 32.25 31.30
9.71 Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight)
with stainless steel screws etc. complete :
9.71.1 125x64x2.50 mm each 95.90 89.50
9.71.2 100x60x2.50 mm each 77.30 73.20
9.71.3 75x50x2.50 mm each 62.60 60.35
9.72 Providing and fixing bright finished brass butt hinges with necessary screws etc.
complete :
9.72.1 125x85x5.5 mm (heavy type) each 226.85 198.50
9.72.2 125x70x4 mm (ordinary type) each 155.40 136.50
9.72.3 100x85x5.5 mm (heavy type) each 173.60 152.30
9.72.4 100x70x4 mm (ordinary type) each 123.85 109.10
9.72.5 75x65x4 mm (heavy type) each 145.40 127.80
9.72.6 75x40x2.5 mm (ordinary type) each 84.10 74.60
9.72.7 50x40x2.5 mm (ordinary type) each 34.20 30.85
9.73 Providing and fixing bright finished brass parliamentary hinges with necessary
screws etc. complete :
9.73.1 150x125x27x5 mm each 392.40 342.10
9.73.2 125x125x27x5 mm each 350.95 306.10
9.73.3 100x125x27x5 mm each 322.85 281.70
9.73.4 75x100x20x3.2 mm each 286.45 250.10
9.74 Providing and fixing bright finished brass tower bolts (barrel type) with necessary
screws etc. complete :
9.74.1 250x10 mm each 373.65 325.85
9.74.2 200x10 mm each 299.85 261.75
9.74.3 150x10 mm each 231.65 202.55
9.74.4 100x10 mm each 159.65 140.05
9.75 Providing and fixing bright finished brass door latch with necessary screws etc.
complete :
9.75.1 300x16x5 mm each 272.40 238.20
9.75.2 250x16x5 mm each 259.00 226.60
9.76 Providing and fixing bright finished brass 100 mm mortice latch and lock with 6
levers and a pair of lever handles of approved quality with necessary screws etc.
complete. each 712.75 643.25
9.77 Providing and fixing bright finished brass 100 mm mortice latch with one dead bolt
and a pair of lever handles of approved quality with necessary screws etc. complete.
each 592.35 538.75
9.78 Providing and fixing bright finished brass night latch of approved quality including
necessary screws etc. complete. each 993.75 887.20
9.79 Providing and fixing special quality bright finished brass cupboard or ward robe
locks with four levers of approved quality including necessary screws etc. complete.

9.79.1 40 mm each 251.20 244.85

9.79.2 50 mm each 291.30 280.90
9.79.3 65 mm each 298.00 286.70
9.79.4 75 mm each 318.10 304.10
9.80 Providing and fixing 50 mm bright finished brass cup board or wardrobe knob of
approved quality with necessary screws. each 62.70 56.45
9.81 Providing and fixing bright finished brass handles with screws etc. complete:

9.81.1 125 mm each 204.65 178.55

9.81.2 100 mm each 189.45 165.35
9.81.3 75 mm each 149.35 130.50
9.82 Providing and fixing bright finished brass hanging type floor door stopper with
necessary screws, etc. complete. each 106.70 95.40
9.83 Providing and fixing aluminium die cast body tubular type universal hydraulic door
closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight
upto 35 kg and door width upto 700 mm), with necessary accessories and screws
etc. complete.
each 1003.50 891.60
9.84 Providing and fixing aluminium extruded section body tubular type universal
hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body,
door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with
double speed adjustment with necessary accessories and screws etc. complete.

each 851.60 745.80

9.85 Providing and fixing bright finished brass casement window fastener with necessary
screws etc. complete. each 75.70 67.15
9.86 Providing and fixing bright finished brass casement stays (straight peg type) with
necessary screws etc. complete :
9.86.1 300 mm weighing not less than 330 gms each 186.20 163.10
9.86.2 250 mm weighing not less than 280 gms each 149.25 131.00
9.86.3 200 mm weighing not less than 240 gms each 142.55 125.20
9.87 Providing and fixing bright finished brass hasp and staple (safety type) with
necessary screws etc. complete :
9.87.1 150 mm each 118.10 103.70
9.87.2 115 mm each 106.95 94.00
9.87.3 90 mm each 94.20 82.95
9.88 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6
levers and a pair of lever handles of approved quality with necessary screws etc.
complete. each 806.45 724.55
 Providing and fixing chromium plated brass night latch of approved quality
9.89 including necessary screws etc. complete. each 846.55 759.4

Providing and fixing special quality chromium plated brass cupboard locks with six
9.90 levers of approved quality including necessary screws etc. complete.
9.90.1 Size 40 mm each 257.85 251.85
9.90.2 Size 50 mm each 271.25 263.45
9.90.3 Size 65 mm each 304.7 293.65
9.90.4 Size 75 mm each 338.15 323.85
Providing and fixing chromium plated brass 50 mm cupboard or wardrobe knobs
9.91 with nuts complete. each 121.6 107.55
Providing and fixing chromium plated brass handles with necessary screws etc.
9.92 complete:
9.92.1 125 mm each 226.1 197.15
9.92.2 100 mm each 198.85 173.5
9.92.3 75 mm each 178.75 156.05
Providing and fixing chromium plated brass casement window fastener with
9.93 necessary screws etc. complete. each 140.15 123.1
Providing and fixing chromium plated brass casement stays (straight peg type) with
9.94 necessary screws etc. complete :
9.94.1 300 mm weighing not less than 330 gms each 207.05 181.2
9.94.2 250 mm weighing not less than 280 gms each 180.3 157.95
9.94.3 200 mm weighing not less than 240 gms each 153.55 134.75

Providing and fixing ISI marked aluminium butt hinges anodised (anodic coating
not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or
9.95 shade with necessary screws etc. complete:
9.95.1 125x75x4 mm each 136.6 120.2
9.95.2 125x63x4 mm each 114.25 100.8
9.95.3 100x75x4 mm each 104.9 92.7
9.95.4 100x63x4 mm each 95.65 84.7
9.95.5 100x63x3.2 mm each 88.45 78.4
9.95.6 75x63x4 mm each 77.1 68.55
9.95.7 75x63x3.2 mm each 70.55 62.85
9.95.8 75x45x3.2 mm each 66.5 59.4

Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic
coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required
9.96 colour or shade, with nuts and screws etc. complete :
9.96.1 300x16 mm each 257.15 230.45
9.96.2 250x16 mm each 231.7 208.35

Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating
not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or
9.97 shade, with necessary screws etc. complete :
9.97.1 300x10 mm each 116.8 103.2
9.97.2 250x10 mm each 103.55 91.7
9.97.3 200x10 mm each 90 79.95
9.97.4 150x10 mm each 75 66.25
9.97.5 100x10 mm each 58.15 51.6

Providing and fixing aluminium pull bolt lock, ISI marked, anodised (anodic coating
not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour
9.98 and shade, with necessary screws bolts, nut and washers etc. complete. each 85.95 78.55
 Providing and fixing 50 cm long aluminium kicking plate of size 100x3.15 mm,
anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or
9.99 dyed to required colour or shade, with necessary screws etc. complete. each 211.75 184.6

Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not
less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or
9.100 shade, with necessary screws etc. complete :
9.100.1 125 mm each 59.65 52.65
9.100.2 100 mm each 52.85 46.75
9.100.3 75 mm each 45.9 40.7

Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised
(anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to
9.101 required colour and shade, with necessary screws etc. complete.
9.101.1 Single rubber stopper each 33.95 31.05
9.101.2 Twin rubber stopper each 62.05 54.3

Providing and fixing aluminium casement stays, ISI marked, anodised (anodic
coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required
9.102 colour and shade, with necessary screws etc. complete. each 62.55 56.9

Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI
marked, with six levers and a pair of anodised (anodic coating not less than grade
AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary
9.103 screws etc. complete. each 748.65 658.15
Providing and fixing aluminium tee channels (heavy duty) with rollers & stop end in
9.104 pelmets as curtain rod. metre 139.35 121

Providing and fixing partition upto ceiling height consisting of G.I. frame and
required board, including providing and fixing of frame work made of special
section power pressed/ roll form G.I. sheet with zinc coating of 120 gms/sqm(both
side inclusive), consisting of floor and ceiling channel 50mm wide having equal
flanges of 32 mm and 0.50 mm thick, fixed to the floor and ceiling at the spacing of
610 mm centre to centre with dash fastener of 12.5 mm dia meter 50 mm length or
suitable anchor fastener or metal screws with nylon plugs and the studs 48 mm wide
having one flange of 34 mm and other flange 36 mm and 0.50 mm thick fixed
vertically within flanges of floor and ceiling channel and placed at a spacing of 610
mm centre to centre by 6 mm dia bolts and nuts, including fixing of studs along both
ends of partition fixed flush to wall with suitable anchor fastener or metal screws
with nylon plugs at spacing of 450 mm centre to centre, and fixing of boards to both
side of frame work by 25 mm long dry wall screws on studs, floor and ceiling
channels at the spacing of 300 mm centre to centre. The boards are to be fixed to the
frame work with joints staggered to avoid through cracks, M.S. fixing channel of 99
mm width (0.9 mm thick having two flanges of 9.5 mm each) to be provided at the
horizontal joints of two boards, fixed to the studs using metal to metal flat head
screws, including jointing and finishing to a flush finish with recommended jointing
compound, jointing tape, angle beads at corners (25 mm x 25 mm x 0.5 mm), joint
finisher and two coats of primer suitable for board as per manufacture's specification
9.105 and direction of engineer in charge all complete.
75 mm overall thickness partition with 12.5 mm thick double skin fire rated Glass
Reinforced Gypsum (GRG) plaster board conforming to IS: 2095: (part 3):2011
9.105.1 (Board with BIS certification marks) sqm 1741.15 1541.65
75mm overall thickness partition with 12.5 mm thick double skin tapered edged
plain Gypsum plaster board conforming to IS: 2095: (part I): 2011 (Board with BIS
9.105.2 certification marks) sqm 1513.7 1311.7
 66mm overall thickness Partition with 8mm thick double skin Calcium Silicate
Board made with Calcareous & Siliceous materials reinforced with cellulose fiber
manufactured through autoclaving process with Compressive Strength 225
9.105.3 kg/sq.cm, Bending Strength 100 kg./ sq.cm sqm 1808.05 1611.35

66mm overall thickness partition using 8mm thick double skin multipurpose cement
board reinforced with cellulose fibre manufactured through autoclaving process
9.105.4 (High pressure steam cured) as per IS : 14862 with suitable fibre cement screws sqm 1687.6 1495.2
66 mm overall thickness partition using 8 mm thick double skin multipurpose
cement bonded wood particle board manufactured as per IS: 14276 with suitable
9.105.5 cement bonded board screws sqm 1674.25 1483.6

9.106 Providing and fixing PTMT handles with necessary screws etc. complete.
9.106.1 125x34x24 mm weighing not less than 23 gms each 40.2 30.85
9.106.2 150x34x24 mm weighing not less than 26 gms each 40.2 30.85

9.107 Providing and fixing PTMT Butt hinges with necessary screws etc. complete.
75x60x10 mm fitted with 5.5 mm dia M.S. Bright Bar Rod weighing not less than
9.107.1 34 gms each 67.7 54.65
100x75x10 mm fitted with 5.5 mm dia MS Bright Bar Rod weighing not less than
9.107.2 53 gms each 84.1 65.45
Providing and fixing PTMT Tower Bolts with 12 mm one piece rod inside and
9.108 necessary screws etc., complete.
9.108.1 152x42x18 mm weighing not less than 60 gms each 75.85 52.4
9.108.2 202x42x18 mm weighing not less than 78 gms each 104.25 81.9
Providing and fixing PTMT door catcher of length 72 mm and dia. of 42 mm with
9.109 suitable washers weighing not less than 33 gms each 36.75 30.1

Providing and fixing Bamboo jaffery/ fencing consisting of superior quality 25mm
dia (Average) half cut bamboo placed vertically and fixed together with three
numbers horizontal running members of hollock wood in scantling of section 50X25
mm, fixed with nails and G.I wire on existing support complete as per direction of
9.110 Engineer-in-charge. sqm 576.15 504.2
Providing and fixing wooden moulded corner beading of triangular shape to the
junction of panelling etc. with iron screws, plugs and priming coat on unexposed
9.111 surface etc. complete 2nd class teak wood.
9.111.1 50x50 mm (base and height) metre 250.25 282.5

Providing and fixing 2nd class teak wood lipping/ moulded beading or taj beading of
size 18X5 mm fixed with wooden adhesive of approved quality and screws/nails on
9.112 the edges of the Pre-laminated particle board as per direction of Engineer-in-charge. metre 78.85 71.35
Providing and fixing bright finished 100 mm mortice lock with 6 levers without pair
of handles of approved quality for aluminium door, with necessary screws etc
9.113 complete as per direction of Engineer- in-charge. each 637.05 633.3

Providing and fixing magnetic catcher of approved quality in cupboard / ward robe
9.114 shutters, including fixing with necessary screws etc. complete.
9.114.1 Triple strip vertical type each 39.05 38.55
9.114.2 Double strip (horizontal type) each 31.05 29.25

Providing and fixing powder coated telescopic drawer channels 300 mm long with
9.115 necessary screws etc. complete as per directions of Engineer- in-charge. one set 339.75 305.4

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

with stainless steel rollers to run inside C or E aluminium channel section (The
9.116 payment of C or E channel shall be made separately) each 14.8 15.2
 Providing and fixing factory made uPVC door frame made of uPVC extruded
sections having an overall dimension as below (tolerance ±1mm), with wall
thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with
galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The
hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19
mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to
the frame complete as per manufacturer’s specification and direction of Engineer-
9.117 in-charge
9.117.1 Extruded section profile size 48x40 mm metre 221.65 199.2
9.117.2 Extruded section profile size 42x50 mm metre 267.45 241
9.118 Providing and fixing to existing door frames.

24 mm thick factory made PVC door shutters made of styles and rails of a uPVC
hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt
edging on both sides. The styles and rails mitred and joint at the corners by means of
M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm
and stainless steel screws. The styles of the shutter reinforced by inserting
galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The
lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2
mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of
plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-
chambered single panel of size not less than 620 mm, having over all thickness of 20
mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at
two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with
nuts and washers, complete as per manufacturer's specification and direction of
9.118.1 Engineer-in-charge. (For W.C. and bathroom door shutter). sqm 1760.7 1539.15

30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles
and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (±
0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails
mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size
75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of
the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm
(± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow
section of size 100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the shutter
styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a
uPVC multi-chambered single panel of size not less than 620 mm, having over all
thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness . The panels filled
vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S.
rod and fastened with nuts and washers, complete as per manufacturer's specification
9.118.2 and direction of Engineer-in-charge. sqm 1978.65 1728.45

25 mm thick PVC flush door shutters made out of a one piece Multi chamber
extruded PVC section of the size of 762 mm X 25 mm or less as per requirement
with an average wall thickness of 1 mm (± 0.3 mm). PVC foam end cap of size
23x10 mm are provided on both vertical edges to ensure the overall thickness of 25
mm. M.S. tube having dimensions 19 mm x 19 mm and 1.0 mm (± 0.1 mm) is
inserted along the hinge side of the door. Core of the door shutter should be filled
with High Density Polyurethane foam. The Top & Bottom edges of the shutter are
covered with an end-cap of the size 25 mm X 11 mm. Door shutter shall be
reinforced with special polymeric reinforcements as per manufacturer’s specification
and direction of Engineer-in-charge to take up necessary hardware and fixtures.
9.118.3 Stickers indicating the locations of hardware will be pasted at appropriate places sqm 2582.3 2252.3
 Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall
thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at
corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square
tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square
tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the
frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size,
9.119 complete as per manufacturer’s specification and direction of Engineer- in-Charge. metre 391.65 351.65

Providing and fixing factory made panel PVC door shutter consisting of frame made
out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and
15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of
approved make and manufacture. M.S. frame covered with 5 mm thick heat
moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50
mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming
styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be flat and
20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail
and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be
tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided
both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be
provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side
PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7
mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined
together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20
mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent
adhesive etc. complete as per direction of Engineer-in-charge, manufacturer's
9.120 specification & drawing.
9.120.1 30 mm thick plain PVC door shutters sqm 2423.4 2115.4
9.120.2 30 mm thick pre laminated PVC door shutters sqm 2423.4 2115.4

Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-
section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter
of 30 mm thickness. The laminate shall be moulded with fire resistant grade
unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm
thick and shall be filled with suitable wooden block in all the three legs. The frame
shall be covered with fiber glass from all sides. M.S. stay shall be provided at the
9.121 bottom to steady the frame. metre 679.85 606
9.122 Providing and fixing to existing door frames.

30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required
colour and approved brand and manufacture, made with fire - retardant grade
unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming
hollow rails and styles, with wooden frame and suitable blocks of seasoned wood
inside at required places for fixing of fittings, cast monolithically with 5 mm thick
9.122.1 FRP laminate for panels conforming to IS: 14856, including fixing to frames. sqm 3465.05 3020.2

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

plain and wood finish made with fire retardant grade unsaturated polyester resin,
moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside
at required places for fixing of fittings and polyurethane foam (PUF)/Polystyrene
foam to be used as filler material throughout the hollow panel, casted monolithically
with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856,
9.122.2 complete as per direction of Engineer-in-charge. sqm 3931.95 3425.55
 Providing and fixing factory made door frame (single rebate) made out of single
piece extruded solid PVC foam profile with homogenous fine cellular structure
having smooth outer integral skin having 62 mm width & 32 mm thickness, frame
will be mitred & Jointed with self driven self tapping screws of size 38 mm x 4 mm
& PVC solvent cement, including fixing the frame to wall with suitable dia & length
anchor fastener as per manufacturer's specification and direction of Engineer-in-
9.123 charge. metre 476.5 415.55

Providing and fixing factory made 30 mm thick door shutter made of solid PVC
foam profile. The styles & rails shall be of size 75 mm x 30 mm having wall
thickness 5 mm. The styles, top & bottom rails shall have one side 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 mm x 17
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 5mm PVC sheet as panel.
The styles and rails will be mitred cut and joint with the help of PVC solvent cement
& self driven self tapping screws. Single piece extruded solid PVC lock rail of size
100 mm x 30 mm with wall thickness 5 mm & 15 mm integrally extruded in the
middle of the lock rail & fixed with styles with the help of PVC solvent cement &
self driven self tapping screws of size 100mm x 8 mm complete as per
9.124 manufacturer's specifications and direction of Engineer-in-charge.
9.124.1 Non decorative finish sqm 3028.85 2641.55
9.124.2 Decorative finish (both side wood grained finish) sqm 3162.65 2757.7

Providing and fixing PVC rigid foam sheet 1 mm thick on existing door shutters
9.125 (bathroom and W.C. doors) using synthetic rubber based adhesive. sqm 1200.35 1085.25

Providing and fixing 12 mm thick panelling or panelling and glazing in panelled or

panelled and glazed shutters for doors, windows and clerestory windows (area of
opening for panel inserts excluding portion inside grooves or rebates to be
measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm
9.126 thick.
9.126.1 Marine plywood conforming to IS: 710 sqm 2005.15 1897.5
9.126.2 Fire retardant plywood conforming to IS: 5509 sqm 2256.55 2105.9

Providing & Fixing decorative high pressure laminated sheet of plain / wood grain
in gloss / matt/ suede finish with high density protective surface layer and reverse
side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of
9.127 adhesive of approved quality.
9.127.1 1.5 mm thick sqm 842.75 759.75
9.127.2 1.0 mm thick sqm 717.65 649.85

Providing and fixing factory made Fiberglass Reinforced plastics (F.R.P.) chajja 4
mm thick of required colour, size and design made by Resin Transfer Moulding
(RTM) Machine Technology, resulting in void free compact laminate in single
piece, having smooth gradual slope curvature for easy drainage of water and duly
reinforced by 2 nos vertically and 1 nos horizontally 50x2 mm thick M.S. flat with
12 mm in built hole for grouting on the existing wall along with the 50 mm 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 & sunlight (Only plan area of chajjas shall be measured for making
9.128 payment). sqm 4851.25 4211.5
 Providing and fixing cup board shutters 25 mm thick, with Pre-laminated flat
pressed three layer particle board or graded wood particle board IS: 12823 marked,
exterior grade (Grade l Type ll), having one side decorative lamination and other
side balancing lamination, including IInd class teak wood lipping of 25 mm wide
x12 mm thick with necessary screws and bright finished stainless steel piano hinges,
9.129 complete as per direction of the Engineer-in-Charge sqm 1928.9 1710.25

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

9.130.1 With decorative veneering on one side and commercial veneering on other side sqm 1647.95 1439.65
9.130.2 With non decorative veneering on both sides sqm 1547.6 1352.55

Providing and fixing factory made shutters of Pre-laminated particle board flat
pressed three layer or graded wood particle board with one side decorative finish
and other side balancing lamination conforming to IS: 12823 Grade l Type ll, of
approved design, and edges sealed with water resistant paint and lipped with
aluminium 'U' type edge beading all- round the shutter, including fixing with angle
cleat, grip strip, cadmium plated steel screws, including fixing of aluminium hinges
100x63x4 mm etc. complete as per architectural drawing and direction of Engineer-
9.131 in-Charge (Cost of 'U' beading and hinges will be paid for separately).
9.131.1 25 mm thick sqm 1531.45 1332.3

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

9.132 door shutter, including fixing etc. complete as per direction of Engineer-in-charge. kg 517.8 449.5

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

Tapered edge calcium silicate board made with calcareous & siliceous materials
reinforced with cellulose fiber manufactured through autoclaving process to give
stable crystalline structure with compressive strength 225 kg/ sq.cm, Bending
9.133.1 strength 100 kg/sq.cm.
9.133.1.1 10mm thick sqm 1420.45 1277.55

9.133.2 Multipurpose cement board reinforced with suitable fibre cement screw.
9.133.2.1 8 mm thick cement fibre board as per IS : 14862 sqm 1126 1021.95
9.133.2.2 8 mm thick Cement bonded wood particle board as per IS:14276 sqm 1118.65 1015.55
plain Gypsum plaster board conforming to IS: 2095 Part -1:2011 (Board with BIS
9.133.3 certification marks)
9.133.3.1 12.5 mm thick sqm 1030.35 921

Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge
with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for
9.134 doors, windows and clerestory windows with necessary screws :
9.134.1 35 mm thick shutters

9.134.1.1 with ISI marked M.S. pressed butt hinges bright finished of required size
9.134.1.1.1 Second class teak wood sqm 4352.2 3884.75
9.134.1.1.2 Kiln seasoned and chemically treated hollock wood sqm 3110.5 2837.8
9.134.1.1.3 Kiln seasoned selected class of sheesham wood sqm 3927.2 3516.4
9.134.1.2 With ISI marked stainless steel butt hinges of required size
9.134.1.2.1 Second class teak wood sqm 4478.7 4012.45
9.134.1.2.2 Kiln seasoned and chemically treated hollock wood sqm 3237 2965.5
9.134.1.2.3 Kiln seasoned selected class of sheesham wood sqm 4053.65 3644.05
9.134.2 30 mm thick shutters

9.134.2.1 with ISI marked M.S. pressed butt hinges bright finished of required size
9.134.2.1.1 Second class teak wood sqm 3881.75 3467.8
9.134.2.1.2 Kiln seasoned and chemically treated hollock wood sqm 2820.4 2572.95
9.134.2.1.3 Kiln seasoned selected class of sheesham wood sqm 3517.9 3152.45
9.134.2.2 With ISI marked stainless steel butt hinges of required size
9.134.2.2.1 Second class teak wood sqm 4008.25 3595.45
9.134.2.2.2 Kiln seasoned and chemically treated hollock wood sqm 2947.05 2700.75
9.134.2.2.3 Kiln seasoned selected class of sheesham wood sqm 3644.4 3280.1

Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and
clerestory windows using wire gauge with average width of aperture 1.4 mm in both
9.135 directions with wire of dia. 0.50 mm all complete.
9.135.1 With 2nd class teak wood beading 62X19 mm sqm 1353.6 1197
9.135.2 With 12 mm mild steel U beading sqm 1001.5 891.85

Providing and fixing fire resistant door frame of section 143 x 57 mm having built in
rebate made out of 16 SWG G.I. sheet (zinc coating not less than 120 gm/sqm) duly
filled with vermuculite based concrete mix, suitable for mounting 60 minutes fire
rated door shutters. The frame is fitted with intumuscent fire seal strip of size 10x4
mm (minimum) alround the frame and fixing with dash fastener of approved size
and make, including applying a coat of approved brand fire resistant primer etc.
complete as per direction of Engineer-in-charge (Dash fastener to be paid for
9.136 separately). metre 1444.3 1266.6

Providing and fixing 50 mm thick glazed fire resistant door shutters of 60 minutes
fire rating conforming to IS:3614 (Part-II), tested and certified as per laboratory
approved by Engineer-in-charge, with suitable mounting on door frame, consisting
of vertical styles, lock rail, top rail 100 mm wide, bottom rail 200 mm 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
9.137 separately). sqm 6166 5572.4
 Providing and fixing glazing in fire resistant door shutters, fixed panels & partitions
etc., with G.I. beading made out of 1.6 mm thick G.I. sheet (zinc coating not less
than 120 gm/m²) of size 20 x 33 mm screwed with M4 x 38 mm SS screws at
distance 75 mm from the edges and 150 mm c/c , including applying a coat of
approved fire resistant primer/powder coating of not less than 30 micron on G.I.
beading, & special ceramic tape of 5 x 20 mm size etc complete in all respect as per
NBC 2016, IS 16231 (Part 3):2016 and as per direction of Engineer-in-charge with
glass of required thickness having 60 minutes of fire resistance both integrity &
radiation control (EW60) and minimum 20 minutes of insulation (EI20). The
manufacturer have to give test report/certification of fire glass and the glass should
have the stamp showing the value of E, EW & EI. The glass shall be tested in
approved NABL accredited lab or by any other accreditation body which operates in
accordance with ISO/IEC 17011 and accredits labs as per ISO/IEC 17025 for testing
and calibration scopes shall be eligible. The maximum glazing size shall not be more
9.138 than 1100x2200 mm (w x h) or 2.42 sqm. sqm 36050.45 31235.55

Providing and fixing panic bar / latch (Double point) fitted with a single body, Trim
Latch & Lock on back side of the Panic Latch of reputed brand and manufacture to
9.139 be approved by the Engineer- in- charge, all complete. each 7134.85 6218.45

Providing and fixing plain lining with necessary screws/nuts & bolts/ nails,
including a coat of approved primer on one face, and fixed on wooden /steel frame
work, complete as per direction of Engineer-in- charge (Frame work shall be paid
9.140 for separately).
9.140.1 12mm thick commercial ply conforming to IS : 1328 BWR type sqm 1040.8 923.4

Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5
mm (± 0.2 mm), made out of single piece extruded PVC profile, with mitred cut
joints and joint with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of
cross section size 35 x 15 mm & self driven self taping screws, the vertical door
profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm ,
including providing EPDM rubber gasket weather seal throughout the frame,
including jointing 5 mm PVC frame strip with PVC solvent cement on the back of
the profile. The door frame to be fixed to the wall using 8 x100 mm long anchor
fasteners complete, all as per manufacturer's specification and direction of Engineer
9.141 -in- charge. metre 456.8 398.75

35 mm thick factory made Solid panel PVC Door shutter, made out of single piece
extruded soild PVC profiles, 5 mm (± 0.2 mm) thick, having styles & rails (except
lock rail) of size 95 mmx 35 mm x 5 mm, out of which 75 mm shall be flat and 20
mm shall be tapered (on both side), having one side thickness of 15 mm integrally
extruded on the hinge side of the profile for better screw holding power, including
reinforcing with MS tube of size 40 mm X 20 mm x 1 mm, joints of styles & rails to
be mitered cut & joint with the help of PVC solvent cement, self driven self tapping
screws & M.S. rectangular pipes bracket of size 190 mm X 100 mm of cross section
size 35 mm x 17 mm x 1 mm at each corner. Single piece extruded 5 mm thick solid
PVC Lock rail of size 115 mm x 35 mm, out of which 75 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 & rails with the help of solvent and self driven
self tapping screws of 125 mm x 11 mm, including providing 5 mm Single piece
solid PVC extruded sheet inserted in the door as panel, all complete as per
9.142 manufacturer's specification and direction of Engineer-in-charge.
9.142.1 Non decorative finish (matt finish) sqm 3240.8 2982.3
9.142.2 Decorative finish (wood grained finish) sqm 3842.85 3464.35
 Providing and Fixing factory made uPVC door frame, made of uPVC exturded
sections, of size 65 mm x 55 mm with wall thickness 2.0 mm (± 0.2 mm), corners of
the door frame to be mitred cut and jointed with plastic brackets and stainless steel
screws, reinforcing hinge side vertical of the frames with PVC profile of Size 28
mm x 30 mm having wall thickness 2 mm (±0.2 mm), including providing & fixing
3 nos of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb
with required number & size of anchor dash fastners, all complete as per
9.143 manufacturer's specification and direction of Engineer-in-charge. metre 528.35 469.85

Providing and fixing 37 mm thick factory made PVC door shutter, styles and rails
made of PVC hollow section of size 100 mm x 37 mm with wall thickness 2 mm (±
0.2 mm), with inbuilt bead on one side, styles and rails mitered cut and joint at the
corners by means of 2 nos of plastic brackets of size 75 mm x 220 mm at each
corner and stainless steel screws, reinforcing the hinge side of style by inserting
PVC profile of size 28 mm x 30 mm, with wall thickness 2 mm ( ± 0.2 mm).
Lockrail of size 100 mm x 37 mm, wall thickness 2 mm (+ 0.2 mm) will be fixed to
the vertical styles. Providing with PVC snapfit beads and panel of size 100 mm x 20
mm, and inserting 2 nos tie bar of 6 mm dia and fastening with nuts and washers
complete, all as per manufacturer's specification and direction of Engineer-in-
9.144 charge. sqm 3518.85 3151.3

Providing and Fixing factory made PVC door frame made of PVC extruded sections
of size 75 mm x 53 mm, having wall thickness 2.0 mm (± 0.2 mm). Both
verticalssides of the frame reinforced with PVC profile of cross section size 28 mm
x 30 mm x 2 mm thickness (± 0.2 mm) and 75 mm x 200 mm long, including
reinforcing both ends of the top frame with PVC profile. PVC Door Frame and PVC
reinforcement profile to be mitred cut, jointed and fusion welded together, including
providing and fixing 3 nos of 125 mm long stainless steel hinges to frame, fixing the
frame with jamb with required nos & sizes of anchor dash fastener, all complete as
9.145 per manufacturer's specification and direction of engineer- in-charge. metre 588.55 526.75

Providing and fixing 37 mm thick factory made PVC Door shutter, styles and rails
made of PVC hollow extruded printed and laminated section having overall
dimension 115 mm x 37 mm with wall thickness 2 mm (± 0.2 mm) with inbuilt
beading on one side, the styles and rails mitred cut and joint at corners by inserting 2
nos PVC profile reinforcement of size 75 mm x 200 mm long with cross section size
of 28 mm x 30 mm having wall thickness 2 mm (± 0.2 mm). Styles, rails and
reinforcements to be fusion welded together. Only hinge side vertical style to be
reinforced with PVC profile reinforcement in full length. Printed and laminated PVC
lock rail of size 110 mm x 37 mm having wall thickness 2 mm (± 0.2 mm) to be
welded horizontally with the vertical styles after inserting PVC profile
reinforcement as in styles and rails, providing with PVC snap fit beading, panels of
100 x 20 mm printed & laminated and inserting 2 nos 6 mm dia bright steel rod
horizontally with both side threaded and tightened with check nuts and washers
9.146 complete, all as per manufacturer's specification and direction of engineer-in-charge. sqm 3786.45 3409.15
 Providing and fixing factory made uPVC white colour casement/casement cum fixed
glazed windows comprising of uPVC multi-chambered frame, sash and mullion
(where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick
galvanized mild steel section made from roll forming process of required length
(shape & size according to uPVC profile), uPVC extruded glazing beads of
appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges,
zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size
for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless
steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all
corners, mullion (if required) shall be also fusion welded including drilling of holes
for fixing hardware's and drainage of water etc. After fixing frame the gap between
frame and adjacent finished wall shall be filled with weather proof silicon sealant
over backer rod of required size and of approved quality, all complete as per
approved drawing & direction of Engineer-in-Charge. (Single / double glass panes
and silicon sealant shall be paid separately). Variation in profile dimension in higher
side shall be accepted but no extra payment on this account shall be made. Note: For
uPVC frame, sash and mullion extruded profiles minus 5% tolerancein dimension
9.147A i.e. in depth & width of profile shall be acceptable.

Casement window single panel with S.S. friction hinges (300 x 19 x 1.9 mm), made
of (small series) 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.
9.147A.1 (Area of window upto 0.75 sqm.) sqm 9483.5 8485.2

Casement window double panels with S.S. friction hinges (300 x 19 x 1.9 mm)
made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm
all having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate
9.147A.2 dimension. (Area of window above 0.75 sqm upto 1.50 sqm). sqm 8717.7 7800.4

Casement window double panels with top fixed with S.S. friction hinges (350 x 19 x
1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x
68 mm all having wall thickness of 1.9 ± 0.2 mm and single glazing bead of
9.147A.3 appropriate dimension. ( Area of window upto 2.50 sqm). sqm 6982 6200.3

Casement window single panel with S.S. 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
9.147A.4 dimension. (Area of window above 0.75 sqm.) sqm 9331 8403.8

Casement window double panels with S.S. friction hinges (350 x 19 x 1.9 mm)
made of (big series)frame 67 x 60 mm & sash / mullion 67 x 80 mm both having
wall thickness of 2.3 ± 0.2 mm and single glazing bead/ double glazing bead of
9.147A.5 appropriate dimension. (Area of window above 1.50 sqm). sqm 9666.2 8755.75

Casement cum fixed panel window having both end single casement panel, middle
fixed panels and at top completely fixed ventilator with S.S friction hinges (350 x 19
x 1.9) made of (big series) frame 67 x 60 mm , sash 67 x 80 mm & mullion 67 x 80
mm all having wall thickness of 2.3 ± 0.2 mm and single glazing bead/double
glazing bead of appropriate dimension. (Area of window above 3.00 sqm upto 5.00
9.147A.6 sqm). sqm 7242.25 6505.65
 Providing and fixing factory made uPVC white colour fixed glazed
windows/ventilators comprising of uPVC multi-chambered frame and mullion
(where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick
galvanized mild steel section made from roll forming process of required length
(shape & size according to uPVC profile), , uPVC extruded glazing beads of
appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing
frame to finished wall, plastic packers, plastic caps and necessary stainless steel
screws etc. Profile of frame shall be mitred cut and fusion welded at all corners,
mullion (if required) shall be also fusion welded including drilling of holes for
fixing hardware's and drainage of water etc. After fixing frame the gap between
frame and adjacent finished wall shall be filled with weather proof silicon sealant
over backer rod of required size and of approved quality, all complete as per
approved drawing & direction of Engineer-in-Charge. (Single / double glass panes
and silicon sealant shall be paid separately). Variation in profile dimension in higher
9.147B side shall be accepted but no extra payment on this account shall be made.
Fixed window / ventilator made of (small 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
9.147B.1 appropriate dimension. (Area upto 0.75 sqm.) sqm 6478.75 5721.55

Providing and fixing factory made uPVC white colour casement/ Casement cum
fixed glazed door comprising of uPVC multi-chambered frame, sash and mullion
(where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick
galvanized mild steel section made from roll forming process of required length
(shape & size according to uPVC profile), uPVC extruded glazing beads of
appropriate dimension, EPDM gasket, zinc alloy (white powder coated) 3D hinges
and one handle on each side of panels along with zinc plated mild steel multi point
locking having transmission gear, cylinder with keeps and one side key, G.I
fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless
steel screws, etc. Profile of frame & sash shall be mitred cut and fusion welded at all
corners, mullion (if required) shall be also fusion welded including drilling of holes
for fixing hardware's and drainage of water etc. After fixing frame the gap between
frame and adjacent finished wall shall be filled with weather proof silicon sealent
over backer rod of required size and of approved quality, all complete as per
approved drawing & direction of Engineer-in-Charge. (Single / double glass panes
and silicon sealent shall be paid separately). Variation in profile dimension in higher
9.147C side shall be accepted but no extra payment on this account shall be made.

Casement door with 3D hinges made of (big series) frame 67 x 64 mm & sash 67 x
110 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead /
9.147C.1 double glazing bead of appropriate dimension. (Area of door upto 2.00 sqm). sqm 9131.45 8357.05

Casement door with top hung ventilator with 3D and S.S. friction hinges (400 x 19 x
1.9 mm) made of (big series) frame 67 x 64 mm, sash 67 x 110 mm & mullion 67 x
80 mm all having wall thickness of 2.3 ±. 0.2 mm and single glazing bead / double
9.147C.2 glazing bead of appropriate dimension.(Area of door upto 2.50 sqm) sqm 9328.3 8505.45
 Providing and fixing factory made uPVC white colour sliding glazed window upto
1.50 m in height dimension comprising of uPVC multi-chambered frame with in-
built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick
galvanized mild steel section made from roll forming process of required length
(shape & size according to uPVC profile), appropriate dimension of uPVC extruded
glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy
(white powder coated) touch locks with hook, zinc alloy body with single nylon
rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for
fixing frame to finished wall and necessary stainless steel screws etc. Profile of
frame & sash shall be mitred cut and fusion welded at all corners, including drilling
of holes for fixing hardware's and drainage of water etc. After fixing frame the gap
between frame and adjacent finished wall shall be filled with weather proof silicon
sealent over backer rod of required size and of approved quality, all complete as per
approved drawing & direction of Engineer-in-Charge. (Single / double glass panes,
wire mesh and silicon sealent shall be paid separately). Variation in profile
dimension in higher side shall be accepted but no extra payment on this account
9.147D shall be made.

Two track two panels sliding window made of (small series) frame 52 x 44 mm
&sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing
9.147D.1 bead of appropriate dimension. (Area of window upto 1.75 sqm) sqm 6709.6 6066.55

Three track three panels sliding window with fly proof SS wire mesh (Two nos.
glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm &
sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing
9.147D.2 bead of appropriate dimension (Area of window upto 1.75 sqm). sqm 8954.2 8136.9

Two track two panels sliding window made of (big series) frame 67 x 50 mm & sash
46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead /
double glazing bead of appropriate dimension . (Area of window above 1.75 sqm
9.147D.3 upto 2.50 sqm). sqm 6912.15 6231.75

Three track three panels sliding window with fly proof S.S wire mesh (Two nos.
glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 mm & sash
46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead /
9.147D.4 double glazing bead of appropriate dimension. (Area of window above 1.75 sqm). sqm 8616 7802.55

Three track three panels sliding window made of (big series) frame 116 x 45 mm &
sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing
bead / double glazing bead of appropriate dimension. (Area of window above 1.75
9.147D.5 sqm) sqm 8177.05 7405.55
 Providing and fixing factory made uPVC white colour sliding glazed window above
1.50 m in height dimension comprising of uPVC multi-chambered frame with in-
built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick
galvanized mild steel section made from roll forming process of required length
(shape & size according to uPVC profile), appropriate dimension of uPVC extruded
glazing beads, uPVC extruded interlocks and uPVC extruded Inline sash adaptor
(if required), EPDM gasket, wool pile, zinc alloy (white powder coated) handle on
one side of extreme panel along with zinc plated mild steel multi point locking
having transmission gear with keeps, zinc alloy (white powder coated) touch lock
with hook (if required for wire mesh panel), stainless steel (SS 304 grade) body with
adjustable double nylon rollers (weight bearing capacity to be 120 kg), G.I fasteners
100 x 8 mm size for fixing frame to finished wall and necessary stainless steel
screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all
corners, including drilling of holes for fixing hardware's and drainage of water etc.
After fixing frame the gap between frame and adjacent finished wall shall be filled
with weather proof silicon sealent over backer rod of required size and of approved
quality, all complete as per approved drawing & direction of Engineer-in-Charge.
(Single / double glass panes, wire mesh and silicon sealent shall be paid separately).
Variation in profile dimension in higher side shall be accepted but no extra payment
9.147E on this account shall be made.

Two track two panels sliding window made of (big series) frame 67 x 50 mm & sash
46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead /
double glazing bead of appropriate dimension. (Area of window above 2.50 sqm
9.147E.1 upto 4.00 sqm.) sqm 6861.6 6214.65

Two track four panels sliding window made of (big series) frame 67 x 50 mm &
sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing
bead / double glazing bead of appropriate dimension. (Area of window above 4.00
9.147E.2 sqm upto 8.00 sqm). sqm 5941.95 5342.05

Providing and fixing factory made uPVC white colour sliding glazed door
comprising of uPVC multi-chambered frame with in-built roller track and sash
extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel
section made from roll forming process of required length (shape & size according
to uPVC profile), appropriate dimension uPVC extruded glazing beads, uPVC
extruded interlock and uPVC extruded Inline sash adaptor (if required), EPDM
gasket, wool pile, zinc alloy (white powder coated) handle with key on one side of
extreme panels along with zinc plated mild steel multi point locking having
transmission gear with keeps, zinc alloy (white powder coated) cresent lock (if
required), stainless steel (SS 304 grade) body with adjustable double nylon rollers
(weight bearing capacity to be 120 kg), G.I fasteners 100 x 8 mm size for fixing
frame to finished wall and necessary stainless steel screws etc. Profile of frame &
sash shall be mitred cut and fusion welded at all corners, including drilling of holes
for fixing hardware's and drainage of water etc. After fixing frame the gap between
frame and adjacent finished wall shall be filled with weather proof silicon sealent
over backer rod of required size and of approved quality, all complete as per
approved drawing & direction of Engineer-in-Charge. (Single / double glass panes,
wire mesh and silicon sealent shall be paid separately). Variation in profile
dimension in higher side shall be accepted but no extra payment on this account
9.147F shall be made.

Two track two panels sliding door made of (big series) frame 67 x 50 mm & sash 46
x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead /
double glazing bead of appropriate dimension. (Area of door above 2.00 sqm upto
9.147F.1 5.00 sqm) sqm 6005 5424.5
 Two track four panels sliding door made of (big series) frame 67 x 50 mm & sash 46
x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead /
double glazing bead of appropriate dimension. (Area of door above 8.00 sqm upto
9.147F.2 10.00 sqm). sqm 5332.85 4787.3

Three track three panels sliding door made of (big series) frame 116 x 45 mm &
sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing
9.147F.3 bead/ double glazing bead of appropriate dimension. (Area of door above 5.00 sqm) sqm 6064.8 5477.05

Three track three panels sliding door with fly proof S.S wire mesh (Two nos. glazed
& one no. wire mesh panels) made of (big series) frame 116 x 45 mm & sash 46 x
82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double
glazing bead of appropriate dimension. (Area of door above 2.00 sqm upto 5.00
9.147F.4 sqm) sqm 7774.55 7053.2

Providing and fixing stainless steel (SS-304 grade) friction hinges to the side/top
hung uPVC windows, of approved quality, with necessary stainless steel screws etc.
9.148 as per direction of Engineer-in-charge.
9.148.1 200 x 19 x 1.9 mm each 299.9 269
9.148.2 250 x 19 x 1.9 mm each 333.35 298
9.148.3 300 x 19 x 1.9 mm each 353.4 323.6
9.148.4 350 x 19 x 1.9 mm each 487.2 440.9
9.148.5 400 x 19 x 1.9 mm each 513.95 446.7

Providing and fixing casement handle made of zinc alloyed (white powder coated)
9.149 for uPVC casement window with necessary screws etc. complete. each 187.75 164.3
Providing and fixing zinc alloyed (white powder coated) touch lock for uPVC
9.150 sliding window with necessary screws etc. complete. each 154.35 144.6
Providing and fixing steel roller for uPVC sliding window with necessary screws
9.151 etc. complete. each 88.75 83
Providing and fixing steel roller for uPVC sliding door with necessary screws etc.
9.152 complete. each 140.95 134.1
Providing and fixing steel (white power coated) crescent lock for uPVC sliding
9.153 window/ door with necessary screws etc. complete. each 167.7 141.1

Providing and fixing frame work for partitions/ wall lining etc. made of 50x50x1.6
mm hollow MS tube, placed along the walls, ceiling and floor in a grid pattern with
spacing @ 60 cm centre to centre both ways (vertically & horizontally) or at
required spacing near opening, with necessary welding at junctions and fixing the
frame to wall/ ceiling/ floors with steel dash fasteners of 8 mm dia, 75 mm long bolt,
including making provision for opening for doors, windows, electrical conduits,
switch boards etc., including providing with two coats of approved steel primer etc.
9.154 complete, all as per direction of Engineer-in-charge. kg 124.25 113.15

Providing and fixing panelling or paneling and glazing in panelled or panelled and
glazed shutters for doors, windows and clerestory windows ( area of opening for
panel inserts excluding portion inside grooves or rebated to be measured). Panelling
for panelled and glazed shutters 25mm to 40mm thick: Pre-laminated with
decorative lamination on both side exterior Grade - I MDF Board 12 mm thick
9.155 confirming to IS:14587 sqm 1624.05 1545.55

Providing and fixing Pre -laminated medium density fibre board exterior grade
(Grade-I) IS:14587:1998 marked, to frame, backing or studding with screws etc.
9.156 complete ( Frames, backing or studding to be paid separately).
Pre-laminated with decorative lamination on both side exterior Grade - I MDF
9.156.1 Board 12 mm thick confirming to IS:14587 sqm 885.15 780.55
Pre-laminated with decorative lamination on both side exterior Grade - I MDF
9.156.2 Board 18 mm thick confirming to IS:14587 sqm 1080 953.35
 Providing and fixing Pre-laminated medium density fibre board IS: 14587:1998
marked, with one side decorative lamination other side balancing lamination Grade-
I(exterior grade) in shelves with screws and fittings wherever required, edges to be
sealed with PVC edge bending tape 2.00 mm thick of approved brand (fittings to be
9.157 paid separately).

Pre-laminated with decorative lamination one side and other side balancing
9.157.1 lamination exterior Grade - I MDF Board 18 mm thick confirming to IS:14587 sqm 1207.6 1081.4

Pre-laminated with decorative lamination one side and other side balancing
9.157.2 lamination exterior Grade - I MDF Board 25 mm thick confirming to IS:14587 sqm 1626.05 1444.7

Providing and fixing in wall lining medium density fibre board IS: 14587:1998
marked, Pre-laminated one side decorative lamination and other side balancing
9.158 lamination, with necessary fixing arrangement and screws etc. complete.
9.158.1 12 mm thick. sqm 1050.65 905.5
9.158.2 18 mm thick. sqm 1249.35 1088.2
9.158.3 25 mm thick. sqm 1683.5 1465.15

Providing and fixing 25mm thick pre-laminated medium density fibre board exterior
grade ( Grade-I) IS:14587:1998 marked with one side decorative and other side
balancing lamination for cupboard shutters edges to be sealed with PVC edge
bending tape 2.00 mm thick of approved brand including ISI marked nickel plated
bright finishing M.S. piano hinges conforming to IS:3818 marked with necessary
9.159 screw etc all complete. sqm 1816.75 1617.45

Providing and fixing skirting with Pre-laminated medium density fibre board
exterior grade (Grade-I) conforming to IS: 14587:1998 marked, with (one side
decorative and other side balancing lamination and edges to be sealed with PVC
edge bending tape 2.00 mm thick of approved brand with necessary fixing
arrangements and screws, including drilling necessary holes for rawl plugs etc. all
9.160 complete.
9.160.1 18 mm thick. sqm 1843.15 1569.45
9.160.2 25 mm thick. sqm 2277.3 1946.35

Providing and fixing fire resistant door frame of section 50 x 60 mm on horizontal

side & 35 x 60 mm on vertical sides having built in rebate made out of 1.6 mm thick
GI sheet ( Zinc coating not less than 120gm/m²) suitable for mounting 120 min Fire
Rated Glazed Door Shutters. The frame shall be filled with Mineral wool Insulation
having density min 96Kg/m³ . The frame will have a provision of G.I. Anchor
fastners 14 nos ( 5 each on vertical style & 4 on horizontal style of size M10 x 80 )
suitable for fixing in the opening along with Factory made Template for SS Ball
Bearing Hinges of Size 100x89x3mm for fixing of fire rated glazed shutter . The
frame shall be finished with a approved fire resistant primer or Powder coating of
not less than 30 micron in desired shade as per the directions of Engineer - in-
9.161 charge . (Cost of SS ball bearing hinges is excluded). metre 1512.95 1530.65

Providing and fixing 60 mm thick glazed fire resistant door shutters of 120 min Fire
Rating confirming to IS:3614 (Part II) or EN1634-1:1999, tested and certified as per
laboratory approved by Engineer-in-charge, with suitable mounting on door frame,
consisting of vertical styles, top rail & side rail 60 mm x 60 mm wide and bottom
rail of 110 mm x 60 mm made out of 1.6mm thick G.I. sheet (zinc coating not less
than 120gm/m²) duly filled mineral wool insulation having density min 96 kg/m³
and fixing with necessary stainless steel ball bearing hinges of size 100x89x3mm of
approved make, including applying a coat of approved fire resistant primer or
powder coating not less than 30 micron etc all complete as per direction of
9.162 Engineer-in-charge (panelling to be paid for seperately). sqm 8379.3 8358
 Providing and fixing non load bearing fixed frame for fire resistant glazed Partition
for 120 minutes Fire Rating, made out to a profile of dimension 60mm x 70 mm of
1.6 mm thick galvanised steel sheet as per test evidence suitable for fixing fire rated
glass for 120 minutes of both integrity & radiation control (EW120) & minimum 20
minutes of insulation (EI20).The profile has to be fixed to the supporting
construction by means of anchor fasteners of size M10 x 80, every 150 mm from the
edges and every 500 mm (approx) c/c. Linear measurement of frame shall be
measured for payment. The frame shall be filled with mineral wool insulation of
density min 96kg/ m³ and finished with a approved fire resistant primer or Powder
coating of not less than 30 micron in desired shade as per NBC 2016, IS 16231 (Part
9.163 3):2016 and directions of Engineer - in- charge. metre 1512.95 1530.65

Providing and fixing glazing in fire resistant door shutters, fixed panels & partitions
etc., with G.I. beading made out of 1.6 mm thick G.I. sheet (zinc coating not less
than 120 gm/m²) of size 20 x 33 mm screwed with M4 x 38 mm SS screws at
distance 75 mm from the edges and 150 mm c/c , including applying a coat of
approved fire resistant primer/powder coating of not less than 30 micron on G.I.
beading, & special ceramic tape of 5 x 20 mm size etc complete in all respect as per
NBC 2016, IS 16231 (Part 3):2016 and as per direction of Engineer-in-charge with
glass of required thickness having 120 minutes of fire resistance both integrity &
radiation control (EW120) and minimum 20 minutes of insulation (EI20). The
manufacturer have to give test report/certification of fire glass and the glass should
have the stamp showing the value of E, EW & EI. The glass shall be tested in
approved NABL accredited lab or by any other accreditation body which operates in
accordance with ISO/IEC 17011 and accredits labs as per ISO/IEC 17025 for testing
and calibration scopes shall be eligible. The maximum glazing size shall not be more
9.164 than 1100x2200 mm (w x h) or 2.42 sqm. sqm 39395.3 34681.7
Providing and fixing bright /matt finished Stainless Steel handles of approved
9.165 quality & make with necessary screws etc all complete.
9.165.1 125 mm each 98.75 87.75
9.165.2 100mm each 74 66.25
9.165.3 75 mm each 47.2 43

Providing and fixing 18mm thick both sides Pre-laminated cement bonded wood
particle board as per IS : 15786:2008 of approved brand and shade with suitable
full threaded steel screws etc. in partitions, boxes, shelves, racks and cupboard,
kitchen cabinet under kitchen counter etc. all complete as per direction of
9.166 Engineer-in-charge (Note: Fittings to be paid separately).
9.166.1 18 mm thick sqm 1193.2 1043.6

Providing and fixing 6mm thick both sides Pre-laminated cement bonded wood
particle board as per IS : 15786:2008 of approved brand and shade with suitable
full threaded steel screws etc. on the backing of racks, drawer, cupboard, kitchen
cabinet under kitchen counter etc. all complete as per direction of Engineer-in-
9.167 charge. sqm 878.95 765.45

Providing and fixing cupboard shutter with 19mm thick one side decorative and
other side balancing lamination factory pressed BWP grade marine ply as per IS 710
of approved brand including 2mm thick PVC edge banding tape with hot glue by
edge bending machine etc. with auto closing spring loaded hinges (hydraulic type)
etc. complete as per direction of Engineer-in-charge.(Payment of providing and
9.168 fixing auto closing hinges shall be paid separately) sqm 2871.1 2507.15
 Providing and fixing 19mm thick both side balancing lamination factory pressed
BWP grade marine ply as per IS 710 of approved brand boxes, shelves, racks,
almirah, cupboard and drawer etc. including necessary nails, screws etc.
9.169 complete as per direction of Engineer-in- charge. sqm 2598 2263.15

Providing and fixing stainless steel fancy handle of approved make fixed with
9.170 SS screws etc. complete as per direction of Engineer-in-charge.
9.170.1 200 mm each 150.6 133.5

Providing and fixing stainless steel soft closing spring hinges at 0 degree hinges
(hydraulic type) of approved make/brand to cupboard shutters with full threaded
steel screws including making necessary recess in board and finished etc. complete
9.171 as per direction of Engineer-in- charge. each 220.85 194.45
Providing and fixing stainless steel soft closing heavy type telescopic drawer
channels of approved make 500 mm long with screws etc. complete as per one
9.172 directions of Engineer- in-charge. set 747.8 649.2

Providing and fixing readymade 304 grade stainless steel Modular kitchen basket
and accessories such as right angle basket (Plain Cup & Saucer, plant, Partition,
Bottle rack, Thali, Cutlery) kitchen utensil basket, Dinner set basket, kitchen grain
basket, Multipurpose basket as per site requirement including finishing (wherever
required) and fittings. The same shall be fixed with necessary stainless steel nuts
& bolts, Stainless Steel screws & telescopic channel etc. as per direction of
Engineer-in- charge. (For payment purpose only weight of Stainless steel basket
shall be considered excluding weight of all fixing accessories such as nuts, bolts,
fasteners telescopic basket channels etc. Payment of providing and fixing telescopic
9.173 channel shall be paid separately). kg 390.55 341.6

Providing and fixing 2mm thick 16 to 19mm wide PVC edge binding tape of
approved quality for cupboard/wardrobe shutters including necessary synthetic resin
hot pressed to edges on binding machine etc. complete as per directions of Engineer-
9.174 in-charge. metre 36.15 33.05
10 STEEL WORK
Structural steel work in single section, fixed with or without connecting plate,
including cutting, hoisting, fixing in position and applying a priming coat of
10.1 approved steel primer all complete. kg 86.05 86.45
Structural steel work riveted, bolted or welded in built up sections, trusses and
framed work, including cutting, hoisting, fixing in position and applying a priming
10.2 coat of approved steel primer all complete. kg 101.75 98.45

Providing and fixing in position collapsible steel shutters with vertical channels
20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom
rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts,
locking arrangement, stoppers, handles, including applying a priming coat of
10.3 approved steel primer. sqm 8670.5 8301.95

Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and
diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions
and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and
10.4 bottom respectively, including applying a priming coat of approved steel primer sqm 4992.05 4848.85

Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle
iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings
10.5 complete, including applying a priming coat of approved steel primer.
10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces sqm 4428.15 4252.05
10.5.2 Using flats 30x6mm for diagonal braces and central cross piece sqm 4278.15 4088.5
 Supplying and fixing rolling shutters of approved make, made of required size M.S.
laths, interlocked together through their entire length and jointed together at the end
by end locks, mounted on specially designed pipe shaft with brackets, side guides
and arrangements for inside and outside locking with push and pull operation
complete, including the cost of providing and fixing necessary 27.5 cm long wire
springs manufactured from high tensile steel wire of adequate strength conforming
10.6 to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.
10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover sqm 2944.1 2593.95
10.6.2 80x1.20 mm M.S. laths with 1.20 mm thick top cover sqm 2803.65 2472
10.6.3 80x0.90 mm M.S. laths with 0.90 mm thick top cover sqm 2654.25 2342.3
10.7 Providing and fixing ball bearing for rolling shutters. each 419.85 364.5
Extra for providing mechanical device chain and crank operation for operating
10.8 rolling shutters.
10.8.1 Exceeding 10.00 sqm and upto 16.80 sqm in the area sqm 1106.55 960.6
10.8.2 Exceeding 16.80 sqm in area sqm 1106.55 960.6
Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. bar
instead of laths as per design approved by Engineer-in- charge, (area of grill to be
10.9 measured). sqm 668.95 580.75

Fixing standard steel glazed doors, windows and ventilators in walls, including
fixing of float glass panes with glazing clips and special metal-sash putty of
approved make, or metal beading with screws, (only steel windows, glass panes cut
to size and glazing clips or metal beading with screws, shall be supplied by
10.10 department free of cost.
Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block
15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20
10.10.1 mm nominal size) kg 63 55.95
Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid
10.10.2 for separately) kg 31.65 28.65

Providing and fixing factory made ISI marked steel glazed doors, windows and
ventilators, side /top /centre hung, with beading and all members such as F7D,F4B,
K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and
flash butt welded and sash bars tenoned and riveted, including providing and fixing
of hinges, pivots, including priming coat of approved steel primer, but excluding the
cost of other fittings, complete all as per approved design, (sectional weight of only
10.11 steel members shall be measured for payment).
Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block
15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20
10.11.1 mm nominal size) kg 166.5 149.35
Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid
10.11.2 for separately) kg 106.05 95.6

Extra for providing and fixing steel beading of size 10 x 10 x 1.6 mm (box type),
approved shape and section with screws instead of glazing clips and metal sash
10.12 putty, in steel doors, windows, ventilators and composite units. metre 45.4 39.4

Providing and fixing T-iron frames for doors, windows and ventilators of mild steel
Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and
10.13 screws and applying a priming coat of approved steel primer.
Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block
15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20
10.13.1 mm nominal size). kg 106.45 104.65
Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid
10.13.2 for separately) kg 101.65 100.4
 Providing and fixing pressed steel door frames conforming to IS: 4351,
manufactured from commercial mild steel sheet of 1.60 mm thickness, including
hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of
section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly
fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm
thick with mortar guards, lock strike-plate and shock absorbers as specified and
applying a coat of approved steel primer after pre-treatment of the surface as
10.14 directed by Engineer-in-charge:
10.14.1 Profile B
10.14.1.1 Fixing with adjustable lugs with split end tail to each jamb metre 417.6 382.6
Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid
10.14.1.2 for separately) metre 406.9 373.3
10.14.2 Profile C
10.14.2.1 Fixing with adjustable lugs with split end tail to each jamb metre 444.35 405.8
Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid
10.14.2.2 for separately) metre 433.65 396.5
10.14.3 Profile E
10.14.3.1 Fixing with adjustable lugs with split end tail to each jamb metre 484.5 440.65
Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid
10.14.3.2 for separately) metre 473.8 431.35

Providing and fixing M.S. Tubular frames for doors, windows, ventilators and
cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet,
joints mitred, welded and grinded finish, with profiles of required size, including
fixing of necessary butt hinges and screws and applying a priming coat of approved
10.15 steel primer.
Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block
15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20
10.15.1 mm nominal size) kg 137.3 124.55
Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid
10.15.2 for separately) kg 125.5 114.25

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses
etc., including cutting, hoisting, fixing in position and applying a priming coat of
approved steel primer, including welding and bolted with special shaped washers
10.16 etc. complete.
10.16.1 Hot finished welded type tubes kg 143.45 127.9
10.16.2 Hot finished seamless type tubes kg 157.5 140.1
10.16.3 Electric resistance or induction butt welded tubes kg 129.35 115.7

Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to
shape with hooked ends in R.C.C. slabs or beams during laying, including painting
10.17 the exposed portion of loop, all as per standard design complete. each 171.15 166.6

Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan
clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet
with its top surface hacked for proper bonding, top lid shall be screwed into the cast
iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the
corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard
10.18 drawing. each 172.25 158.85
Providing and fixing mild steel round holding down bolts with nuts and washer
10.19 plates complete. kg 83.85 77.1
10.20 Providing and fixing bolts including nuts and washers complete. kg 128.45 117.15
10.21 Providing and fixing M.S. rivets of sizes in position. kg 220.4 206.6
Welding by gas or electric plant including transportation of plant at site etc.
10.22 complete. cm 3.35 2.95
Steel work welded in built up sections/ framed work, including cutting, hoisting,
fixing in position and applying a priming coat of approved steel primer using
10.25 structural steel etc. as required.
 In stringers, treads, landings etc. of stair cases, including use of chequered plate
10.25.1 wherever required, all complete kg 93.65 92.4

10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works kg 131 126.1
Providing and fixing hand rail of approved size by welding etc. to steel ladder
railing, balcony railing, staircase railing and similar works, including applying
10.26 priming coat of approved steel primer.
10.26.1 M.S. tube kg 145.65 129.8
10.26.2 E.R.W. tubes kg 138.15 123.3
10.26.3 G.I. pipes kg 158 149.05

Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash
fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2),
counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve,
including drilling of hole in frame , concrete/ masonry, etc. as per direction of
10.27 Engineer-in-charge.
10.27.1 10 x 60 mm each 103.65 91.95
10.27.2 10 x 80 mm each 109 96.85
10.27.3 10 x 120 mm each 134.25 119.35
10.27.4 10 x 140 mm each 145.65 129.55
10.27.5 10 x 160 mm each 178.9 159.15

Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,
channels, plates etc., including welding, grinding, buffing, polishing and making
curvature (wherever required) and fitting the same with necessary stainless steel nuts
and bolts complete, i/c fixing the railing with necessary accessories & stainless steel
dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or
the side of waist slab with suitable arrangement as per approval of Engineer-in-
charge, (for payment purpose only weight of stainless steel members shall be
10.28 considered excluding fixing accessories such as nuts, bolts, fasteners etc.). kg 575.45 513.5

Providing & fixing fly proof wire gauze to windows, clerestory windows & doors
10.29 with M.S. Flat 15x3 mm and nuts & bolts complete.
Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both
10.29.1 sides sqm 709.3 640.05
Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on
10.29.2 both sides sqm 929.55 846.55
Providing & fixing glass panes with putty and glazing clips in steel doors, windows,
10.30 clerestory windows, all complete with :
10.30.1 4.0 mm thick glass panes sqm 900.55 801.7
10.30.2 5.5 mm thick glass panes sqm 1194.85 1063.65

Providing and fixing angle iron frames for doors, windows and ventilators of mild
steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron
35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with
dash fastener, including fixing of necessary butt hinges and screws and applying a
priming coat of approved steel primer, all complete as per the direction of Engineer-
10.31 In-charge. kg 96.2 95.9
11 FLOORING
Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm
cement mortar, including filling the joints with same mortar, with common burnt
11.1 clay non modular bricks:
11.1.1 1:4 (1 cement : 4 coarse sand) sqm 867.45 801.85
11.1.2 1:6 (1cement : 6 coarse sand) sqm 829.45 763.25
Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on
a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with
11.2 common burnt clay non modular bricks. sqm 680.85 641.3
 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate)
finished with a floating coat of neat cement, including cement slurry, but excluding
11.3 the cost of nosing of steps etc. complete.
11.3.1 40 mm thick with 20 mm nominal size stone aggregate sqm 498.35 439.7

52 mm thick cement concrete flooring with concrete hardener topping, under layer
40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener
consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm
nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement
or as per manufacturer's specifications. This includes cost of cement slurry, but
11.4 excluding the cost of nosing of steps etc. complete. sqm 787.5 694.15

62 mm thick cement concrete flooring with concrete hardener topping, under layer
50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 20mm nominal size) and top layer 12mm thick cement hardener
consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm
nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement
or as per manufacture’s specifications. This includes cost of cement slurry, but
11.5 excluding the cost of nosing of steps etc. complete. sqm 854.3 752.1
Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3
11.6 coarse sand), finished with a floating coat of neat cement.
11.6.1 18 mm thick sqm 521.15 461.9

Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
11.7 aggregate 20 mm nominal size), including finishing complete. cum 7335.1 6417.75

Cement concrete pavement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III)
including manufactured sand derived from including Recycled concrete aggregate
(RCA) upto 25% : 3 graded stone aggregate 20 mm nominal size Recycled concrete
11.7A aggregate (RCA) upto 25%), including finishing complete. cum 7585.3 6734.95
Extra for making chequers of approved pattern on cement concrete floors, steps,
11.8 landing, pavements etc. sqm 63.2 55.7

40 mm thick marble chips flooring rubbed and polished to granolithic finish, under
layer 34 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 12.5 mm nominal size) and top layer 6mm thick with white, black,
chocolate, grey, yellow or green marble chips of sizes from 1 mm to 4 mm nominal
size, laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight
in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume,
11.9 including cement slurry etc. complete :
11.9.1 Dark shade pigment with ordinary cement sqm 847 744.8
11.9.2 Light shade pigment with white cement sqm 877.1 766.85

11.9.3 Medium shade pigment with 50% white cement and 50% ordinary cement sqm 858.7 752.9
11.9.4 White cement without any pigment sqm 855.6 748.15
11.9.5 Light shade pigment with ordinary cement sqm 843.2 741.5
11.9.6 Ordinary cement without any pigment sqm 818.45 720

40 mm thick marble chips flooring, rubbed and polished to granolithic finish, under
layer 31 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 12.5 mm nominal size) and top layer 9 mm thick with white, black,
chocolate, grey, yellow or green marble chips of sizes from 4 mm to 7 mm nominal
size, laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight
in proportion of 4:7 (4 cement marble powder : 7 marble chips) by volume,
11.10 including cement slurry etc. complete.
11.10.1 Dark shade pigment with Ordinary cement sqm 876.9 771.9
11.10.2 Light shade pigment with white cement sqm 919.9 803.4
11.10.3 Medium shade pigment with 50% white cement and 50% ordinary cement sqm 893.5 783.4
11.10.4 White cement without any pigment sqm 893.1 780.2
11.10.5 Light shade pigment with ordinary cement sqm 873.1 768.6
11.10.6 Ordinary cement without any pigment sqm 837.5 737.7

40 mm thick marble chips flooring, rubbed and polished to granolithic finish, under
layer 28 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 12.5 mm nominal size) and top layer 12 mm thick with white, black,
chocolate, grey yellow or green marble chips of sizes from 7 mm to 10 mm nominal
size, laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight
in proportion of 2:3 (2 cement marble powder mix : 3 marble chips) by volume,
11.11 including cement slurry etc. complete :
11.11.1 Dark shade pigment with ordinary cement sqm 909.85 802.4
11.11.2 Light shade pigment with white cement sqm 970.1 846.55

11.11.3 Medium shade pigment with 50% white cement and 50% ordinary cement sqm 933.15 818.55
11.11.4 White cement without any pigment sqm 923.4 805.85
11.11.5 Light shade pigment with ordinary cement sqm 902.25 795.8
11.11.6 Ordinary cement without any pigment sqm 855.55 755.1

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

top layer 6 mm thick with white, black, chocolate, grey, yellow or green marble
chips of sizes from smallest to 4 mm nominal size, laid in cement marble powder
mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement
11.12 marble powder mix : 7 marble chips) by volume :
18 mm thick with under layer 12 mm thick in cement plaster 1:3 (1 cement : 3
11.12.1 coarse sand) :
11.12.1.1 Dark shade pigment with ordinary cement sqm 1398.2 1219.45
11.12.1.2 Light shade pigment with white cement sqm 1428.3 1241.5

11.12.1.3 Medium shade pigment with 50% white cement and 50% ordinary cement sqm 1409.9 1227.55
11.12.1.4 White cement without any pigment sqm 1406.8 1222.75
11.12.1.5 Light shade pigment with ordinary cement sqm 1394.4 1216.15
11.12.1.6 Ordinary cement without any pigment sqm 1370.7 1195.5

11.13 Providing and fixing glass strips in joints of terrazo/ cement concrete floors.
11.13.1 40 mm wide and 4 mm thick metre 75.15 65.85
Extra for laying terrazo flooring on staircase treads not exceeding 30 cm in width,
11.14 including cost of forming, nosing etc. sqm 72.05 62

Crazy marble stone flooring, including filling the gaps with light shade pigment with
white cement marble powder mixture (3 parts of white cement : 1 part of marble
powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 white,
black or white and black marble chips of sizes from 1 mm to 4 mm nominal size by
volume), with under layer 25 mm thick cement concrete 1:2:4 (1 cement : 2 coarse
sand : 4 graded stone aggregate 12.5 mm nominal size), including rubbing, polishing
11.15 and cement slurry etc. complete :
11.15.1 18 mm thick crazy marble stone white, black or as specified sqm 1329.25 1160.2

Precast terrazo tiles 22 mm thick with graded marble chips of size upto 12 mm, laid
in floors, and landings, jointed with neat cement slurry mixed with pigment to match
the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed
11.16 of cement mortar 1:4 (1 cement:4 coarse sand) :
11.16.1 Light shade pigment using white cement sqm 1238.6 1080.35
11.16.2 Medium shade pigment using 50% white cement and 50% ordinary cement sqm 1189.1 1039.6
11.16.3 Dark shade pigment using ordinary cement sqm 1147 1005.25
11.16.4 Ordinary cement without any pigment sqm 1091.55 957.15

11.17 Extra if terrazo tiles are laid in treads of steps not exceeding 30 cm in width. sqm 90.05 78.1

Precast terrazo tiles 22 mm thick with graded marble chips of sizes upto 12 mm, in
skirting and risers of steps not exceeding 30 cm in height, on 12 mm thick cement
plaster 1:3 (1 cement : 3 coarse sand), jointed with neat cement slurry mixed with
pigment to match the shade of the tiles, including rubbing and polishing complete
11.18 with tiles of :
11.18.1 Light shade pigment using white cement sqm 1865.4 1622.05

11.18.2 Medium shades pigment using 50% white cement and 50% ordinary cement sqm 1805.85 1573.7
11.18.3 Dark shade pigment using ordinary cement sqm 1757.45 1535
11.18.4 Ordinary cement without any pigment sqm 1687.55 1474.35

Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in

floors, jointed with neat cement slurry mixed with pigment to match the shade of the
tiles, including rubbing and polishing complete, on 20 mm thick bed of cement
11.19 mortar 1:4 (1 cement :4 coarse sand) :
11.19.1 Light shade pigment using white cement sqm 1223.9 1065

11.19.2 Medium shade pigment using 50% white cement, 50% ordinary cement sqm 1240.6 1081.75
11.19.3 Dark shade pigment using ordinary cement sqm 1169.1 1024.4
11.19.4 Ordinary cement without any pigment sqm 1113.8 976.45

Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard,

jointed with neat cement slurry mixed with pigment to match the shade of tiles,
including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar
11.20 1:4 (1 cement: 4 coarse sand).
11.20.1 Light shade pigment using white cement sqm 1221.65 1030.75
11.20.2 Medium shade pigment using 50% white cement 50% Grey cement sqm 1104.25 967
11.20.3 Dark shade pigment using ordinary cement sqm 928 816.45
11.20.4 Ordinary cement without any pigment sqm 872.55 768.3

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

11.21.1 In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand)
11.21.1.1 Acid and alkali resistant tile sqm 1495 1287

11.21.2 In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand)
11.21.2.1 Acid and alkali resistant tile sqm 1607.7 1385.55

Tile work in skirting, risers of steps and dado up to 2 m height over 12 mm thick bed
of cement mortar 1:3 (1 cement :3 coarse sand) and jointed with grey cement slurry
@ 3.3 kg/sqm, including pointing in white cement mixed with pigment of matching
11.22 shade complete.
11.22.1 Marble tiles (polished) Raj Nagar
11.22.1.1 8 mm thick sqm 1239.55 1107.45

Marble stone flooring with 18 mm thick marble stone, as per sample of marble
approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar
1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including
11.23 rubbing and polishing complete with :
11.23.1 Makrana white second quality sqm 3237.8 2846.5
11.23.2 Raj Nagar plain sqm 1960.75 1649.7
11.23.3 Agaria White sqm 2730.05 2193.35
11.23.4 Black Zebra sqm 2422.3 2237.45
11.23.5 Udaipur green marble sqm 1991.5 1739.2
11.23.6 Pink plain marble sqm 2029.95 1822
11.24 Extra for pre finished nosing to treads of steps of marble stone. metre 530.25 480.55
Extra for marble stone flooring in treads of steps and risers using single length up to
11.25 2.00 metre. sqm 622.75 556.8

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with
grey cement slurry mixed with pigment to match the shade of the slab, including
rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4
11.26 coarse sand) :
11.26.1 25 mm thick sqm 1531.85 1373.8

Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12
mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with
grey cement slurry mixed with pigment to match the shade of the slabs, including
11.27 rubbing and polishing complete. sqm 1810.05 1618.45

40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement
11.28 mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush.
11.28.1 Red sand stone sqm 888.95 847.4
11.28.2 White sand stone sqm 888.95 871.65

40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement
mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1
11.29 cement : 2 stone dust) with an admixture of pigment to match the shade of stone.
11.29.1 Red sand stone sqm 1074.55 1017.1
11.29.2 White sand stone sqm 1074.55 1041.35

40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement

mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with
cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the
11.30 shade of stone and pointing with same mortar.
11.30.1 Red sand stone sqm 1165.2 1095.25
11.30.2 White sand stone sqm 1165.2 1119.5

11.31 Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. metre 148.1 150.2
Extra for Kota stone/ sand stone in treads of steps and risers using single length up
11.32 to 1.05 metre. sqm 33.1 29.2
25 mm wooden planking, tongued and grooved in flooring, including fixing with
11.33 iron screws complete with :
11.33.1 Second class teak wood sqm 4152.45 3633.7
11.33.2 Second class deodar wood sqm 2759.1 2428.1

38 mm thick wood block flooring of first class teak wood laid over 25 mm thick
leveling layer of cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 10 mm nominal size) to be paid separately, coated with a thin layer of hot
bitumen penetration 80/25 (blown type) @ 2.45 kg per sqm, including fixing blocks
in position after dipping in hot bitumen (blown type) up to half depth, planed,
11.34 levelled smooth and finished complete. sqm 9971.2 8773
 Providing and fixing M.S. angle 50x50x5 mm to act as nosing with lugs of M.S. flat
10x5 mm, 10 cm long, forked at end 60cm apart (minimum three lugs to be
provided), including necessary welding and applying a priming coat of approved
11.35 primer on exposed surface etc. complete. kg 132.25 130.95

Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be
specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved
make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick
cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @
3.3 kg/sqm including pointing the joints with white cement and matching pigment
11.37 etc., complete. sqm 926.9 792.3

Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622
(thickness to be specified by the manufacturer ) of approved make in all colours,
shades except burgundy, bottle green, black of any size as approved by Engineer-in-
Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar
1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm
including pointing in white cement mixed with pigment of matching shade
11.37A complete. sqm 927.9 799.85

Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be
specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved
make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on
20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with
grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement
11.38 and matching pigments etc., complete. sqm 996.7 930.4

Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or
more (thickness to be specified by the manufacturer), of 1st quality conforming to IS
: 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on
20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey
cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and
11.39 matching pigments etc., complete. sqm 1088.4 969.5

Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or
more (thickness to be specified by the manufacturer), of 1st quality conforming to IS
: 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume
Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand),
jointing with grey cement slurry @ 3.3 kg/ sqm including pointing the joints with
11.40 white cement and matching pigments etc., complete. sqm 1170.7 1040.95

Providing and laying vitrified floor tiles in different sizes (thickness to be specified
by the manufacturer) with water absorption less than 0.08% and conforming to IS:
15622, of approved make, in all colours and shades, laid on 20mm thick cement
mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/
sqm including grouting the joints with white cement and matching pigments etc.,
11.41 complete.
11.41.1 Size of Tile 500x500 mm sqm 1267.8 1136
11.41.2 Size of Tile 600x600 mm sqm 1500.55 1218.15
11.41.3 Size of Tile 800x800 mm sqm 1758.7 1607.4
11.41.4 Size of Tile 1000x1000 mm sqm 2499.25 2194.35
 Providing and laying Vitrified tiles in floor in different sizes (thickness to be
specified by the manufacturer) with water absorption less than 0.08% and
conforming to IS:15622, of approved brand & manufacturer, in all colours and
shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing
with grey cement slurry @3.3 kg/sqm including grouting the joints with white
cement and matching pigments etc. The tiles must be cut with the zero chipping
diamond cutter only. Laying of tiles will be done with the notch trowel, plier,
wedge, clips of required thickness, leveling system and rubber mallet for placing the
11.41A tiles gently and easily.
11.41A.1 Double charge vitrified tile polished finish of size
11.41A.1.1 Size of Tile 600 x 600 mm sqm 1322.15 1172.45
11.41A.1.2 Size of Tile 800 x 800 mm sqm 1431.3 1267.2
11.41A.1.3 Size of Tile 600 x 1200 mm sqm 1507.65 1333.45
11.41A.1.4 Size of Tile 800 x 1600 mm sqm 1784.8 1574.1
11.41A.1.5 Size of Tile 1000 x 1000 mm sqm 1669.25 1473.75
11.41A.2 Glazed vitrified floor tiles polished finish of size
11.41A.2.1 Size of Tile 600 x 600 mm sqm 1373.75 1217.25
11.41A.2.2 Size of Tile 600 x 1200 mm sqm 1693.55 1494.85
11.41A.2.3 Size of Tile 800 x 800 mm sqm 1626.85 1436.95
11.41A.2.4 Size of Tile 800 x 1200 mm sqm 1967.9 1733.05
11.41A.2.5 Size of Tile 1200 x 1200 mm sqm 2522.65 2214.65
11.41A.3 Glazed Vitrified tiles Matt/Antiskid finish of size
11.41A.3.1 Size of Tile 600 x 600 mm sqm 1338.2 1186.35
11.41A.3.2 Size of Tile 600 x 1200 mm sqm 1693.55 1494.85
11.41A.3.3 Size of Tile 800 x 800 mm sqm 1626.85 1436.95
11.41A.3.4 Size of Tile 800 x 1200 mm sqm 1925 1695.8
11.41A.3.5 Size of Tile 1200 x 1200 mm sqm 2725.6 2390.8

Deduct for not using 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand)
11.42 bedding in laying of floor tiles and jointing with grey cement slurry @ 3.3 kg/ sqm. sqm 677.55 612.85
Fixing glazed/ Ceramic/ Vitrified floor tiles with cement based high polymer
modified quick-set tile adhesive (Water based) conforming to IS: 15477, in average
11.43 3mm thickness. sqm 587.2 530.2

Crazy ceramic tile flooring, with under layer 12 mm thick cement mortar 1:4 (1
cement: 4 coarse sand), with joints not exceeding 5 mm, including filling the gaps
with ordinary cement mixture & mixing with synthetic polyester fibre, triangular in
shape having specific gravity of 1.34 to 1.40, cross section size ranging from 10 to
40 micron & length upto 6 mm , mixing fibre @ 125 grams per 50 kg of cement in
cement mortar, including providing and mixing water proofing material in mortar @
11.44 1 kg per 50 kg of cement, all complete as per direction of Engineer-in-charge. sqm 735.65 651.1

Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm
thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and
base course and filling with 150 mm thick jamuna sand, including spreading, well
ramming, consolidating and finishing smooth etc. all complete as per direction of
11.45 Engineer-in-charge. sqm 1511.9 1212.7

Providing and laying Vitrified tiles in different sizes (thickness to be specified by

manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622,
of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm
thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement
slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching
11.46 pigments etc. complete.
11.46.1 Size of Tile 500x500 mm sqm 1313.1 1182
11.46.2 Size of Tile 600x600 mm sqm 1545.85 1264.15
11.46.3 Size of Tile 800x800 mm sqm 1806.8 1655.85
11.46.4 Size of Tile 1000x1000 mm sqm 2547.35 2242.8

Providing and fixing glazed screen printed border tile 75mm wide having thickness
5mm, of approved quality & make, in all shades, design and prints, in dado, over
12mm thick bed of cement mortar 1:3 (1 Cement : 3 Coarse sand) and jointing with
grey cement slurry @ 3.3 kg/sqm including pointing with white cement mixed with
11.46A pigment of matching shade, all complete as approved by Engineer - in - Charge metre 164.65 145.3

Providing and laying Vitrified tiles in different sizes (thickness to be specified by

the manufacturer), with water absorption less than 0.08% and conforming to IS:
15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser
of steps, laid with cement based high polymer modified quick set tile adhesive
(water based) conforming to IS: 15477, in average 6 mm thickness, including
11.47 grouting of joints (Payment for grouting of joints to be made separately).
11.47.1 Size of Tile 500x500 mm sqm 1501.25 1329.1
11.47.2 Size of Tile 600x600 mm sqm 1734 1411.2
11.47.3 Size of Tile 800x800 mm sqm 1994.95 1802.9
11.47.4 Size of Tile 1000x1000 mm sqm 2735.5 2389.85

Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout
mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and
0.20 kg of resin per kg), including filling / grouting and finishing complete as per
11.48 direction of Engineer-in-charge.
11.48.1 Size of Tile 500x500 mm sqm 291 264.8
11.48.2 Size of Tile 600x600 mm sqm 241.45 219.45
11.48.3 Size of Tile 800x800 mm sqm 191.85 174.1
11.48.4 Size of Tile 1000x1000 mm sqm 137.35 124.35

Providing and laying Vitrified tiles in floor with different sizes (thickness to be
specified by the manufacturer), with water absorption less than 0.08% and
conforming to IS:15622, of approved brand & manufacturer, in all colours and
shade, laid with cement based high polymer modified quick set tile adhesive (water
based) conforming to IS : 15477, in average 6 mm thickness, including grouting of
11.49 joints (Payment for grouting of joints to be made separately).
11.49.1 Size of Tile 500x500 mm sqm 1377.2 1218.4
11.49.2 Size of Tile 600x600 mm sqm 1609.95 1300.55
11.49.3 Size of Tile 800x800 mm sqm 1870.9 1692.25
11.49.4 Size of Tile 1000x1000 mm sqm 2611.45 2279.15
Deduct for not grouting the joints with white cement and matching pigment in the
11.50 items of fixing of vitrified tiles. sqm 11 9.55

Providing and laying machine cut, mirror polished, Italian Marble stone flooring laid
in required pattern in linear portion of the building all complete as per architectural
drawings, with 18 mm thick stone slab laid over 20 mm (average) thick base of
cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with white cement
slurry @ 4.4 kg/sqm including pointing with white cement slurry admixed with
pigment to match the marble shade including rubbing, curing and polishing etc. all
11.51 complete as specified and as directed by the Engineer-in-Charge.
18 mm thick Italian Marble stone slab, Perlato, Rosso verona, Fire Red or Dark
11.51.1 Emperadore etc. sqm 5986.2 5203.45
 Providing and laying machine cut, mirror polished Marble stone flooring, in
required design (Simple geometrical, abstract etc.) and in patterns in combination
with Italian marble stones of different colours, shades and finished surface texture
etc., in linear portions of the building, all complete as per the architectural drawings,
with 18 mm thick stone slab laid over 20 mm (average) thick base of cement mortar
1:4 (1 cement : 4 coarse sand) laid and jointed with white cement slurry @ 4.4
kg/sqm, including pointing with white cement slurry admixed with pigment to match
the marble shade, including rubbing, curing and polishing etc. all complete as
11.52 specified and as directed by the Engineer-in-Charge.
18 mm thick Italian Marble stone slab, Perlato, Rosso verona, Fire Red or Dark
11.52.1 Emperadore etc. sqm 6276.05 5460

Providing and fixing Glass mossaic tiles on finished plain wall surface of size 20
mm x 20 mm x 4 mm in all colour, design , fixing in 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
11.53 pattern approved by Engineer-in-Charge: sqm 3250.35 2838.7

Providing and fixing removable raised/false access flooring with system and its
components of approved make for different plenum height with possible height
adjustment upto 50 mm, comprising of modular load bearing floor panels supported
on G.I. rectangular stinger frame work and G.I. Pedestal etc. all complete, as per the
architectural drawings, as specified and as directed by Engineer-in-charge consisting
of: (a) Providing at required spacing to form modular framework, pedestals made
out of GI tube of thickness minimum 2 mm and 25 mm outer diameter, fully welded
on to the G.I. Base plate of size 100mm x 100mm x 3mm at the bottom of the
pedestal tube, G.I. pedestal head of size 75mmx75mmx3.5 mm welded with GI fully
threaded stud 16mm outer diameter with two GI Check nuts screwed on the stud for
level adjustment upto 50mm, locking and stabilizing the pedestal head in position at
the required level. The pedestals shall be fixed to the subfloor (base) through base
plate using epoxy based adhesive of approved make or the machine screw with rawl
plug. (b) Stringers system in all steel construction hot dipped galvanized of
rectangular size 570x20x30x0.80mm thick having holes at both ends for securing
the stringers on to the pedestal head using fully threaded screws ensuring maximum
lateral stability in all directions, the grid formed by the pedestal and stringer
assembly shall receive the floor panel, this system shall provide adequate solid, rigid
support for access floor panel, the system shall provide a minimum clear
uninterrupted clearance between the bottom of the floor for electrical conduits and
wiring etc. all complete as per the architectural drawings, as specified and as
directed by the Engineer-in-charge. (c) Providing and fixing Access Floor panel of
600x600x32 mm medium grade Filled Steel anti static high pressure Lamination of
800H grade (FS800H). Access Floor panel shall be steel welded construction with
an enclosed bottom pan with uniform pattern of 64 hemispherical cones. The top and
bottom plates of Steel Gauges: top 0.6 mm and bottom 0.7 mm fused spot welded
together (minimum 64 welds in each dome and 20 welds along each flange). The
panel should be Corroresist epoxy coated for lifetime rust protection and cavity
formed by the top and bottom plate is filled with Pyrogrip noncombustible Portland
cementitious core mixed with lightweight foaming compound. The access floor shall
be factory finished with Anti-static High Pressure laminate with Non Warp
technology upto 1mm thickness for superior adhesion and Surface flatness within
0.75mm.The panel is to withstand a Concentrated Load of 363 kgs applied on area
25mm x 25mm without collapse in the centre of the panel which is placed on four
steel blocks. The panel will withstand and Uniformly Distributed Load (UDL)
minimum 1250 kg/sqm and an impact load of 50kg all complete as per the approved
manufacturers specification and as per the direction of Engineer-in-charge. All
specification must be printed on the side of the panel to ensure the quality of the
11.54 product.
11.54.1 300 mm Finished Floor Height (FFH) sqm 5075.3 4411.5
11.54.2 450 mm Finished Floor Height (FFH). sqm 5364.3 4679.1
 Providing and laying flamed finish Granite stone flooring in required design and
patterns, in linear as well as curvilinear portions of the building all complete as per
the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick
base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement
slurry and pointing with white cement slurry admixed with pigment of matching
shade including rubbing, curing and polishing etc. all complete as specified and as
11.55 directed by the Engineer-in-Charge :
Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or
11.55.1 equivalent. sqm 2476.45 2143

Providing and laying Polished Granite stone flooring in required design and patterns,
in linear as well as curvilinear portions of the building all complete as per the
architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base
of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry
and pointing with white cement slurry admixed with pigment of matching shade
including rubbing , curing and polishing etc. all complete as specified and as
11.56 directed by the Engineer-in-Charge.
Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or
11.56.1 equivalent. sqm 3526.6 3280.55
12 ROOFING

Providing corrugated G.S. sheet roofing including vertical / curved surface fixed
with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and
G.I. limpet washers or with G.I. limpet washers filled with white lead, including a
coat of approved steel primer and two coats of approved paint on overlapping of
sheets complete (up to any pitch in horizontal/ vertical or curved surfaces),
excluding the cost of purlins, rafters and trusses and including cutting to size and
12.1 shape wherever required.
12.1.1 1.00 mm thick with zinc coating not less than 275 gm/m² sqm 1234.25 1129.4
12.1.2 0.80 mm thick with zinc coating not less than 275 gm/m² sqm 1061.8 970
12.1.3 0.63 mm thick with zinc coating not less than 275 gm/ m² sqm 915 834.25
Extra for straight cutting in C.G.S. sheet roofing for making opening of area
12.2 exceeding 40 sq. decimeter for chimney stacks, sky light etc.:
12.2.1 1.00 mm thick metre 86.7 80.4
12.2.2 0.80 mm thick metre 69.35 64.3
12.2.3 0.63 mm thick metre 69.35 64.3
Extra for circular cutting in C.G.S. sheet roofing for making opening of area
12.3 exceeding 40 sq. decimeter:
12.3.1 1.00 mm thick metre 494.2 441.05
12.3.2 0.80 mm thick metre 394.75 352.3
12.3.3 0.63 mm thick metre 394.75 352.3
Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with
polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen
12.4 washers complete.
12.4.1 0.80 mm thick with zinc coating not less than 275 gm/m² metre 781.4 731.8
12.4.2 0.63 mm thick with zinc coating not less than 275 gm/m² metre 710.15 663.15
Providing valleys of 90 cm wide overall in plain G.S. sheet fixed with polymer
coated J, or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers
12.5 complete :
12.5.1 1.60 mm thick with zinc coating not less than 350 gm/m² metre 1324.7 1253.4

Providing and fixing of 40 cm overall width plain G.S. sheet fixed with polymer
coated J or L hooks, bolts and nuts, G.l. limpet and bitumen washer complete, bent
12.6 to shape and fixed in wall with cement mortar 1:3 (1 cement : 3 coarse sand).
12.6.1 1.00 mm thick with zinc coating not less than 275 gm/m² metre 657.1 611.2
 Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter
with iron brackets 40x3mm size, bolts, nuts and washers etc., including making
12.7 necessary connections with rain water pipes complete.
12.7.1 0.80 mm thick with zinc coating not less than 275 gm/m² metre 765 715
12.7.2 0.63 mm thick with zinc coating not less than 275 gm/m² metre 705.7 657.85

Providing reinforced by organic fibres and/or inorganic synthetic fibres cement 6

mm thick corrugated sheets (as per IS: 14871) roofing up to any pitch and fixing
with polymer coated J, or L hooks, bolts and nuts 8 mm dia. G.I. plain and bitumen
washers or with self drilling fastener and EPDM washers etc. complete (excluding
the cost of purlins, rafters and trusses), including cutting sheets to size and shape
12.8 wherever required. sqm 453.25 394.75

Extra for straight cutting in reinforced by organic fibres and/or inorganic synthetic
fibres cement corrugated, semi corrugated 6 mm thick sheet roofing for making
12.9 openings of area exceeding 40 square decimeter for chimney stacks, skylights etc. metre 69.35 64.3

Extra for circular cutting in reinforced by organic fibres and/or inorganic synthetic
fibres cement corrugated/ semi corrugated 6 mm thick sheet roofing for making
12.10 openings of area exceeding 40 square decimeter. metre 191.6 177.65
12.11 Extra for providing and fixing wind ties of 40x 6 mm flat iron section. metre 151.1 151.95

Providing and fixing ridges and hips in fibre cement reinforced by organic fibres
and/or inorganic synthetic fibres roofing with suitable fixing accessories or self
12.12 drilling fastener and EPDM washer etc. complete.
12.12.1 Corrugated serrated adjustable ridges metre 433.4 375.65
12.12.2 Plain wing adjustable ridges metre 433.4 375.65
12.12.3 Close fitting adjustable ridges metre 487.25 422.4
12.12.4 Unserrated adjustable hips metre 432.5 374.85

Providing and fixing fibre cement reinforced by organic fibres and/or inorganic
synthetic fibres roofing accessories in all colours with polymer coated J or L hooks,
bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers or
12.13 with self drilling fastener and EPDM washer etc. complete:
12.13.1 Corrugated apron pieces metre 358.75 311.15
12.13.2 Eave's filler pieces metre 290.6 252
12.13.3 North light curves metre 486.7 422.35
12.13.4 Ventilator curves metre 529.05 459.15
12.13.5 Barge boards metre 625.6 542.35
12.13.6 Ridge finials pair 260.65 226.3
12.13.7 Special north light curves each 871.6 756.5
12.13.8 S type louvers metre 455 408.7
Providing flat iron brackets 50x3 mm size with necessary bolts, nuts and washers
12.14 etc. for fixing G.S. sheets gutters with purlins. metre 70.9 69.1

Painting top of roofs with bitumen of approved quality @ 17kg per 10 sqm
impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including cleaning
the slab surface with brushes and finally with a piece of cloth lightly soaked in
12.15 kerosene oil complete :
12.15.1 With residual type petroleum bitumen of grade VG -10 sqm 126 112.85
 10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope
consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg
per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered
with flat tile bricks, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed
with 2% of integral water proofing compound by weight of cement and finished
12.16 neat:

12.16.1 With common burnt clay F.P.S.(non modular) brick tile of class designation 10 sqm 826.75 726.8

10cm thick (average) mud phaska of damped brick earth on roofs laid to slope
consolidated and plastered with 25 mm thick mud mortar with bhusha @ 35 kg per
cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow-dung) and covered with
machine moulded tile bricks, grouted with cement mortar 1:3 ( 1 cement : 3 fine
sand) mixed with 2% of integral water proofing compound by weight of cement and
12.17 finished neat.
With machine moulded common burnt clay F.P.S. (non modular) brick tiles of class
12.17.1 designation 12.5, conforming to IS 2690 sqm 847.1 709.45
12.18 Extra for every additional 1 cm thickness of mud phaska. sqm 18.6 15.8

Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3
(1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by
weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand)
12.19 and finished neat:

12.19.1 With common burnt clay F.P.S. (non modular) brick tiles of class designation 10 sqm 514.4 470.45

Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal
thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4
coarse sand) mixed with 2% integral water proofing compound, laid over a bed of
20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neat
12.20 complete. sqm 584.55 492.35

Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4

stone aggregate 10 mm and down gauge), including finishing with cement mortar
12.21 1:3 (1 cement : 3 fine sand) as per standard design :
12.21.1 In 75x75 mm deep chase metre 237.25 210.95

Making khurras 45x45 cm with average minimum thickness of 5 cm cement

concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm
nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm
cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding
12.22 the edges and making and finishing the outlet complete. each 244.05 221.3

Providing sand stone slab for roofing and laying them in cement mortar 1 : 4 (1
cement : 4 coarse sand) over wooden karries or R.C.C. battens or structural steel
sections (Karries or battens or structural steel sections to be paid separately),
including pointing the ceiling joints with cement mortar 1:3 (1 cement : 3 fine sand )
12.23 complete :
12.23.1 Red sand stone slab
12.23.1.1 40 to 50 mm thick sqm 793.1 725
12.23.2 White sand stone slab
12.23.2.1 40 to 50 mm thick sqm 815.15 749.25
Providing and fixing insulating board ceiling of approved quality with necessary
12.24 nails etc. complete (frame work to be paid separately) :
12.24.1 Natural colour insulating board
12.24.1.1 12 mm thick sqm 733.75 664.65
12.24.2 White face insulating board
12.24.2.1 12 mm thick sqm 770.55 696.6
12.24.3 Flame retardant face insulating board
12.24.3.1 12 mm thick sqm 895.65 805.2
Providing and fixing flat pressed 3 layer medium density particle board or graded
particle board (Grade I) IS: 3087 marked, in ceiling with necessary nails etc.
12.25 complete (frame work to be paid separately):
12.25.1 12 mm thick sqm 847.85 763.7
Providing and fixing plain multipurpose cement board(Hight pressure steam cured)
with suitable screws for cement particle board in ceiling etc. complete (frame work
12.26 to be paid seperatately).
12.26.1 6 mm thick Cement fiber board as per IS: 14862 sqm 733.05 664.05
12.26.2 6 mm thick Cement bonded wood particle board as per IS:14276 sqm 711 644.85
12.27 Extra for Circular cutting including wastages in ceiling with:
12.27.1 2nd class teak wood planks 20 mm thick metre 603.05 540.6
12.27.2 Natural colour insulating board
12.27.2.1 12 mm thick metre 369.1 340.15
12.27.3 White face insulating board:
12.27.3.1 12 mm thick metre 373.7 344.15
12.27.4 Flame retardant face insulating board:
12.27.4.1 12 mm thick metre 389.25 357.65
12.27.5 Standard quality hard board sheet:
12.27.5.1 3 mm thick metre 355.3 328.15
12.27.5.2 4.5 mm thick metre 369.05 340.1

12.28 Extra for providing and fixing ceiling to curved surfaces in narrow widths sqm 338.9 306.75

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

5 m above floor level, over first class kail wood strips 25x6 mm with 10 mm gap in
between and reinforced with rabbit wire mesh fixed to wooden frame (frame work to
12.31 be paid separately):
12.31.1 Flat surfaces sqm 1324.05 1195.3
12.31.2 Curved surfaces sqm 1584.15 1436.4
Extra for sunk or raised mouldings in the plaster of Paris (Gypsum anhydrous)
12.32 ceiling. sqm 445.9 406.15
Extra for providing plaster of Paris (Gypsum anhydrous) ceiling above 5 metres
12.33 height from floor level. sqm per metre 197.65 181.6

Providing fixing thermal insulation of ceiling (under deck insulation) with Resin
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 12.5 mm x 24 gauge wire mesh, for top
12.34 most ceiling of building. sqm 580.25 494.45

Providing and fixing thermal insulation with Resin Bonded Fibre glass wool
conforming to IS: 8183. Density 16 kg/m³, 50 mm thick, wrapped in 200G Virgin
Polythene bags placed over existing false ceiling and held in position by criss-
12.35 crossing GI wire. sqm 247.8 208.7

Thermal Insulation of roofing with Expanded polystyrene fixed with suitable

12.36 adhesive to the false ceiling as per the directions of the Engineer-in-charge:
12.36.1 With Type N - Normal 50 mm thick sqm 275.1 237.55
12.36.2 With Type SE - Self Extinguishing type 50 mm thick sqm 311.85 264.4
Providing and fixing 100 mm diameter and 60 cm long rain water spout in cement
12.37 mortar 1:4 (1 cement : 4 fine sand).
12.37.1 Stone ware spout each 128.4 118.2
 Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I.
rain water pipes embedded in and including cement concrete blocks 10x10x10 cm of
1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
12.38 and cost of cutting holes and making good the walls etc. :
12.38.1 100 mm diameter each 287.45 258.75
12.38.2 150 mm diameter each 307.5 276.15

12.39 Providing lead caulked joints to sand cast iron rain water pipes and fittings:
12.39.1 100 mm dia Pipe each 421.15 373.15
12.39.2 150 mm dia Pipe each 575.95 510.45

Providing, fixing and embedding sand cast iron accessories for rain water pipes in
the masonry surrounded with 12 mm thick cement mortar of the same mix, as that of
12.40 masonry (lead caulking will be paid for separately):
12.40.1 Sand cast iron plain shoes :
12.40.1.1 150 mm diameter each 428.25 371.8

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes
conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS
12.41 : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.
12.41.1 75 mm diameter metre 201.1 176.45
12.41.2 110 mm diameter metre 305.05 267.05

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories
for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A,
including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for
12.42 thermal expansion.
12.42.1 Coupler
12.42.1.1 75 mm each 77.85 67.55
12.42.1.2 110 mm each 117.8 102.25
12.42.2 Single pushfit Coupler
12.42.2.1 75 mm each 77.85 67.55
12.42.2.2 110 mm each 108.45 94.15
12.42.3 Single tee with door
12.42.3.1 75x75x75 mm each 139.85 121.4
12.42.3.2 110x110x110 mm each 203.3 176.5
12.42.4 Single tee without door
12.42.4.1 75x75x75 mm each 122.45 106.3
12.42.4.2 110x110x110 mm each 188.55 163.7
12.42.5 Bend 87.5°
12.42.5.1 75 mm bend each 89.9 78.05
12.42.5.2 110 mm bend each 129.85 112.7
12.42.6 Shoe (Plain)
12.42.6.1 75 mm Shoe each 79.2 68.75
12.42.6.2 110 mm Shoe each 113.8 98.75

Providing and fixing unplasticised -PVC pipe clips of approved design to

unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs,
screwed with M.S. screws of required length, including cutting brick work and
fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall
12.43 etc. complete.
12.43.1 75 mm each 290.15 261.05
12.43.2 110 mm each 288.8 259.9
 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm
12.44 diameter and weighing not less than 440 grams. each 47.25 41

Providing and fixing false ceiling at all height including providing and fixing of
frame work made of special sections, power pressed from M.S. sheets and
galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277
and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27
mm and 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 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
12.45 Engineer in Charge but excluding the cost of painting with :
12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part
12.45.1 I) :2011 (Board with BIS certification marks) sqm 1117.65 961.75

12.5 mm thick tapered edge Glass Reinforced Gypsum (GRG) board conforming to
12.45.2 IS: 2095- (Part 3):1996 (Boards with BIS certification marks) sqm 1237.05 1082.5
12.45.3 12.5 mm thick tapered edge gypsum moisture resistant board sqm 1286.2 1097.15

Fully Perforated Gypsum Plaster Board of size 1200 x 2400x12.5 mm having

approx. 15 % perforated area with perforation size and pattern as approved by the
Engineer-in-charge and as per manufacturer's specification, with all 4 side tapered
12.45.4 and backed by acoustical tissue with NRC value not less than 0.60 sqm 1475.85 1255.65
Providing and fixing to the inlet mouth of rain water pipe PTMT (an Engineering
Thermoplastic) grating square (Slit) 150 mm square with a height of 8 mm and
12.46 weighing not less than 100 gms. each 100.45 63.1

Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to

any pitch, including fixing with polymer coated 'J' or 'L' hooks, bolts & nuts 8mm
dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters,
trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs
incorporating minimum 0.3% ultra-violet stabiliser in resin system under
approximately 2400 psi and hot cured. They shall be of uniform pigmentation and
thickness without air pockets and shall conform to IS 10192 and IS 12866.The
sheets shall be opaque or translucent, clear or pigmented, textured or smooth as
12.47 specified.

12.47.1 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified sqm 1095.2 1010.8
12.47.2 2 mm thick flat sqm 999.35 900.35
 Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal
thickness and of approved size and as per approved pattern on steel frame work
12.48 complete (steel frame work to be paid separately). sqm 324.4 276.3
Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20mm
thickness and of approved pattern on steel frame work complete (steel frame work to
12.49 be paid separately). sqm 72.2 60.7

Providing and fixing precoated 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 grams per sqm as per IS: 277, in 240 mpa steel
grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-
18 microns. Sheet should have protective guard film of 25 microns minimum to
avoid scratches during transportation and should be supplied in single length upto 12
metre or as desired by Engineer-in-charge. The sheet shall be fixed using self
drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto
any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins,
12.50 rafters and trusses and including cutting to size and shape wherever required. sqm 627.55 610.4

Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm
(+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in
240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and
12.51 polyester top coat 15-18 microns using self drilling/ self tapping screws complete :
12.51.1 Ridges plain (500 - 600mm) metre 416.3 394
12.51.2 Flashings/ Aprons.( Upto 600 mm) metre 368.6 351.6
12.51.3 North light curves metre 443.05 396.4
12.51.4 Barge board (Upto 300 mm) metre 355.8 325.7
12.51.5 Crimp curve sqm 408.95 360.95
12.51.6 Gutter (600 mm over all girth) metre 1041.75 952.15

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

GI Metal Ceiling Lay in plain Tegular edge Global white color tiles of size
595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having
galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester
powder coated of thickness 60 microns (minimum), including factory painted after
12.52.1 bending. sqm 1504.45 1372.35
 GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size
595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having
galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with
1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro
statically polyester powder coated of thickness 60 microns (minimum), including
factory painted after bending and perforation, and backed with a black Glass fiber
12.52.2 acoustical fleece. sqm 1649.15 1506.5

12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm,
made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095
part I and laminated with white 0.16mm 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 completely
12.52.3 sealed unit. sqm 1880.95 1684.55

12.5 mm thick fully Perforated Gypsum Board tile made from plasterboard having
glass fibre conforming to IS: 2095 part I, of size 595x595 mm, having perforation of
9.7x9.7 mm at 19.4 mm c/c with center borders of 48 mm and the side borders of 30
mm, backed with non woven tissue on the back side, having an NRC (Noise
12.52.4 Reduction Coefficient) of 0.79, with 50 mm resin bonded glass wool backing. sqm 1171.5 1074.8

Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight
calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true
horizontal level, suspended on inter locking metal grid of hot dipped galvanised
steel sections (galvanising @ 120 grams per sqm including both side) consisting of
main ‘T’ runner suitably spaced at joints to get required length and of size 24x38
mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre,
and cross “T” of size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm
long spaced between main’T’ at 600 mm centre to centre to form a grid of 1200x600
mm and secondary cross ‘T’ of length 600 mm and size 24 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 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 calicum silicate ceiling tiles of approved texture in the grid, including, cutting/
making opening for services like diffusers, grills, light fittings, fixtures, smoke
detectors etc., wherever required. Main ‘T’ runners to be suspended from ceiling
using G.I. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and
50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level
clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main ‘T’,
bottom exposed with 24 mm of all 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
12.53 thermal conductivity <0.043 w/mK. sqm 1643.95 1482.4
 Providing and fixing Gl Clip in Metal Ceiling System of 600x600 mm module
which includes providing and fixing 'C' wall angle of size 20x30x20 mm made of
0.5 mm thick pre painted steel along the perimeter of the room with help of nylon
sleeves and wooden screws at 300 mm center to centre, suspending the main C
carrier of size 10x38x10 mm made of G.I steel 0.7 mm thick from the soffit with
help of soffit cleat 37x27x25x1.6 mm, rawl plugs of size 38x12 mm and C carrier
suspension clip and main carrier bracket at 1000 mm c/c. Inverted triangle shaped
Spring Tee having height of 24 mm and width of 34 mm made of Gl steel 0.45 mm
thick is then fixed to the main C carrier and in direction perpendicular to it at 600
mm centers with help of suspension brackets. Wherever the main C carrier and
spring T have to join, C carrier and spring T connectors have to be used. All sections
to be galvanized @ 120 gms/sqm (both side inclusive), fixing with clip in tiles into
12.54 spring T with :

GI Metal Ceiling Clip in plain Beveled edge global white color tiles of size 600x600
and 0.5 mm thick with 25 mm height, made of G I sheet having galvanizing of 100
gms/ sqm (both sides inclusive) and electro statically polyester powder coated of
12.54.1 thickness 60 microns (minimum), including factory painted after bending. sqm 1734.1 1612.55

GI Metal Ceiling Clip in plain Beveled edge global white color tiles of size 600x600
and 0.5 mm thick with 25 mm height, made of G I sheet having galvanizing of 100
gms/ sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and
having NRC of 0.5, electro statically polyester powder coated of thickness 60
12.54.2 microns (minimum), including factory painted after bending and perforation. sqm 1881.6 1723.5

Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm)
with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance >
0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand
mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix
of white cement & marble powder in ratio of 1:1, including rubbing and polishing of
the surface upto 3 cuts complete, including providing skirting upto 150 mm height
12.55 along the parapet walls in the same manner. sqm 1374.1 1198

Providing and laying roof insulation with 40 mm thick impervious sprayed, closed
cell free Rigid Polyurethane foam over deck insulation conforming to IS - 12432 Pt.
III (density of foam being 40-45 kg/ cum), over a coat of polyurethane primer
applied @ 6-8 sqm per litre, laying 400 G polythene sheet over PUF spray and
providing a wearing course of 40 mm thick cement screed 1:2:4 (1 cement : 2 coarse
sand : 4 stone aggregate 20 mm nominal size) in chequered rough finish, in panels
of 2.5 m x 2.5 m and embedding with 24 G wire netting and sealing the joints with
12.56 polymerized mastic, all complete as per direction of Engineer-in-Charge. sqm 1412.2 1153.15

Providing and fixing thermal insulation with Resin Bonded Fibre glass wool
conforming to IS: 8183 having density 24 kg/m3, 50 mm thick, wrapped in 200G
Virgin Polythene Bags fixed to wall with screw, rawel plug & washers and held in
position by criss crossing GI wire etc. complete as per directions of Engineer-in-
12.57 Charge. sqm 316.4 264.45
 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in
true horizontal level, suspended on interlocking metal grid of hot dipped galvanized
steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of
main "T" runner with suitably spaced joints to get required length and of size 24x38
mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to
center and cross "T" of size 24x25 mm made of 0.30 mm thick (minimum) sheet,
1200 mm long spaced between main "T" at 600 mm center to center to form a grid
of 1200x600 mm and secondary cross "T" of length 600 mm and size 24x25 mm
made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the
1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3
mm and laying false ceiling tiles of approved texture in the grid including, required
cutting/making, opening for services like diffusers, grills, light fittings, fixtures,
smoke detectors etc. Main "T" runners to be suspended from ceiling using GI slotted
cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm
long dash fasteners, 4 mm GI adjustable rods with galvanized butterfly level clips of
size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom
exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint,
all complete for all heights as per specifications, drawings and as directed by
12.58 Engineer-in-charge.

8 mm thick fully perforated calcium silicate board made with Calcareous &
Siliceous materials reinforced with cellulose fiber manufactured through autoclaving
process to give stable crystalline structure with minimum compressive strength 225
kg/ sq. cm, bending strength 100 kg/sq. cm , of size 595x595 mm, having
perforation of dia. 10 mm with minimum perforated area 18 % with non woven
tissue on the back side, having an NRC ( Noise Reduction Coefficient) of 0.85, with
12.58.1 50 mm thick rockwool of 48 kg /cum backing. sqm 1759.75 1597.95

Providing & fixing false ceiling at all height including providing & fixing of
framework made of special section, power pressed from M.S. sheets and galvanised
with zinc coating of 120 gms/ sqm (both side inclusive) as per IS : 277 and
consisting of angle cleat of size 25mm wide x 1.6mm thick with flanges of 27mm
and 37mm, at 1200mm c/c, one flange fixed to the ceiling with dash fastener
12.5mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the
angle hangers of 25 x10 x0.50mm of required length with nuts & bolts of required
size and other end of angle hanger fixed with intermediate G.I chanels 45 x15 x
0.90mm running at the spacing of 1200 mm c/c, to which the ceiling section 0.5mm
thick bottom wedge of 80mm with tapered flanges of 26 mm each having lips of
10.5mm, at 450mm c/c, shall be fixed in a direction perpendicular to G.I
intermediate channel with connecting clip made out of 2.64mm dia x 230mm long
G.I wire at every junction, including fixing perimeter channels 0.50mm thick 27mm
high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall/
partitions with the help of Rawl plugs at 450mm centre, with 25mm long dry wall
screws @ 230mm interval, including fixing of Calcium Silicate Board to ceiling
section and perimeter channels with the help of dry wall screws of size 3.5 x25mm
at 230mm c/c, including jointing & finishing to a flush finish of tapered and square
edges of the board with recommended jointing compounds, jointing tapes,finishing
with jointing compounds in three layers covering up to 150mm on both sides of
joints and two coats of primer suitable for boards, all as per manufacture's
specification and also including the cost of making opening for light fittings, grills,
diffusers, cut outs made with frame of perimeter channels suitably fixed, all
complete as per drawings, specificaton and direction of the Engineer in charge but
12.59 excluding the cost of painting with:
 8 mm thick Calcium Silicate Board made with Calcareous & Siliceous materials
12.59.1 reinforced with cellulose fiber manufactured through autoclaving process. sqm 1273.05 1120.65

Providing and fixing thermal insulation of ceiling (under deck insulation) with Resin
Bonded Rockwool conforming to IS: 8183,density 48 kg/ m3, 50 mm thick,
wrapped in 200 G Virgin Polythene bags fixed to ceiling with metallic cleats
(50x50x3 mm) @ 60 cm and wire mesh of 12.5mm x 24 gauge wire mesh, for top
12.60 most ceiling of building. sqm 546.4 468.9

Providing and fixing thermal insulation with Resin bonded rock wool conforming to
IS: 8183, density 48 kg/m3, 50 mm thick, wrapped in 200 G virgin Polythene bags
12.61 placed over existing false ceilng and held in position by criss-crossing Gl wire. sqm 277.2 234.3

Providing and fixing thermal insulation with Resin Bonded rock wool conforming to
IS: 8183, having density 48 kg/m3,50 mm thick,wrapped in 200 G Virgin Polythene
Bags fixed to wall with screw, rawel plug & washers and held and in position by
12.62 criss cossing GI wire etc. complete as per directions of Engineer-in-Charge. sqm 282.55 238.9

Providing and applying two coats of High Albedo paint having minimum Solar
Reflective Index (SRI) 108 (with solar reflectance & thermal emittance tested as per
ASTM) C 1549 and ASTM C 1371 respectively), VOC less than 10 cc/gm. The
coating thickness and the methodology of application shall strctly as per
manufacturer's specifications and as approved by Engineer-in-Charge. Surface
preparation includes cleaning with metal wire brush to remove all dust, fungus etc.,
washing with water all complete. The contractor shall give guarantee for the
perfomance of SRI and also the durabitity of coating, all complete as per direction of
12.63 Engineer-in-Charge. sqm 314.85 262.9

Providing & fixing at all heights, levels and locations Mill finish Aluminium alloy
roofing sheets of alloy IS designation 31500, temper Hx8 conforming to IS 737 and
dimensions as per IS code 2676 with characteristics of good formability and
corrosion resistance. The profile sheets shall be fixed to truss members in slope or
required pitch or curvature with Hex cap headed self drilling/tapping Stainless steel
screws M6, 60 mm long with 3 mm EPDM seal washer etc. all inclusive of labour,
scaffolding, T&P and sundries etc. complete as per directions of the Engineer-In-
12.64 Charge. (Cost of truss/frame work shall be paid separately).

0.56 mm Aluminium troughed profile with center to center pitch of 200 mm, depth
12.64.1 of 32 mm, overall profile width 1092 mm, cover width 1000mm. sqm 928.85 808.9

0.71 mm troughed profile with center to center pitch of 200 mm, depth of 32 mm,
12.64.2 overall profile width 1092 mm, cover width 1000mm. sqm 1118.15 1001.65

0.91 mm troughed profile with center to center pitch of 200 mm, depth of 32 mm,
12.64.3 overall profile width 1092 mm, cover width 1000mm. sqm 1444.4 1256.45
0.56mm Aluminium profile with center to center pitch of 175 mm, depth of 46mm,
top crest width of 41mm, bottom valley width of 80mm, overall profile width of
12.64.4 1144mm, cover width 1050mm. sqm 1193.4 1038.55
0.71mm Aluminium profile with center to center pitch of 175 mm, depth of 46mm,
top crest width of 41mm, bottom valley width of 80mm, overall profile width of
12.64.5 1144mm, cover width 1050mm. sqm 1481.05 1288.3
0.91mm Aluminium profile with center to center pitch of 175 mm, depth of 46mm,
top crest width of 41mm, bottom valley width of 80mm, overall profile width of
12.64.6 1144mm, cover width 1050mm. sqm 1863.65 1620.45

0.56mm Aluminium Circular (sinusoidal) profile with center to center pitch of 75

12.64.7 mm, depth of 19 mm, overall profile width 1250mm, cover width 1150mm. sqm 909.05 791.75
 0.71mm Aluminium Circular (sinusoidal) profile with center to center pitch of 75
12.64.8 mm, depth of 19 mm, overall profile width 1250mm, cover width 1150mm. sqm 1139.3 991.6

0.91mm Aluminium Circular (sinusoidal) profile with center to center pitch of 75

12.64.9 mm, depth of 19 mm, overall profile width 1250mm, cover width 1150mm. sqm 1446.3 1258.1

Providing & fixing at all heights, levels and locations colour finish Aluminium alloy
roofing sheets of alloy IS designation 31500, temper Hx8 conforming to IS 737 and
dimensions as per IS code 2676 with characteristics of good formability and
corrosion resistance. The profile sheets shall be fixed to truss members in slope or
required pitch or curvature with Hex cap headed self drilling/tapping Stainless steel
screws M6, 60 mm long with 3 mm EPDM seal washer etc. all inclusive of labour,
scaffolding, T&P and sundries etc. complete as per directions of the Engineer-In-
12.65 Charge. (Cost of truss/frame work shall be paid separately).

0.56 mm Aluminium Color coated troughed profile with center to center pitch of
12.65.1 200 mm, depth of 32 mm, overall profile width 1092 mm, cover width 1000mm. sqm 1058.5 921.45

0.71 mm Aluminium Color coated troughed profile with center to center pitch of
12.65.2 200 mm, depth of 32 mm, overall profile width 1092 mm, cover width 1000mm. sqm 1316.25 1145.25

0.91 mm Aluminium Color coated troughed profile with center to center pitch of
12.65.3 200 mm, depth of 32 mm, overall profile width 1092 mm, cover width 1000mm. sqm 1657.45 1441.45
0.56 mm Aluminium color profile with center to center pitch of 175 mm, depth of
46mm, top crest width of 41mm, bottom valley width of 80mm, overall profile
12.65.4 width of 1144mm, cover width 1050mm. sqm 1365.4 1187.9

0.71 mm Aluminium color coated profile with center to center pitch of 175 mm,
depth of 46mm, top crest width of 41mm, bottom valley width of 80mm, overall
12.65.5 profile width of 1144mm, cover width 1050mm. sqm 1699.05 1477.55

0.91 mm Aluminium color coated profile with center to center pitch of 175 mm,
depth of 46mm, top crest width of 41mm, bottom valley width of 80mm, overall
12.65.6 profile width of 1144mm, cover width 1050mm. sqm 2142.45 1862.5
0.56 mm Aluminium profile with center to center pitch of 177.5 mm, depth of 28.5
12.65.7 mm, 987mm overall profile width, cover width 900mm sqm 1118.2 973.3
0.71 mm Aluminium profile with center to center pitch of 177.5 mm, depth of 28.5
12.65.8 mm, 987mm overall profile width, cover width 900mm sqm 1402.6 1220.2

Providing and fixing of Pre-coated colour or mill finish Aluminium Roofing

Accessories in 0.71 mm thickness ,Alloy 31500 (IS designation) [Aluminium Alloy
(AA) 3004 (ISO designation)] For color, coating shall be 5-7 microns epoxy primer
on both sides of the sheet and polyester top coat 15-18 microns, using self
drilling/tapping SS screws of size 6 x 60mm with 3mm thick EPDM seal and SS
12.66 plain washer complete :
12.66.1 Precoated/mill finish aluminium Ridges plain (500- 600mm) metre 958.2 831.2
12.66.2 Precoated/mill finish aluminium Flashings/ Aprons (Upto 600 mm) metre 879.85 763.55
12.66.3 Precoated/mill finish aluminium North light curves metre 964.65 837.05
12.66.4 Precoated/mill finish aluminium Barge board (Upto 200 mm) metre 740.75 641.6
12.66.5 Precoated/mill finish aluminium Crimp curve metre 822.55 713.7
12.66.6 Precoated/mill finish aluminium Crimp Gutter (600 mm over all girth) metre 1565.85 1384.9
13 FINISHING
13.1 12 mm cement plaster of mix :
13.1.1 1:4 (1 cement: 4 fine sand) sqm 266.85 239.3
13.1.2 1:6 (1 cement: 6 fine sand) sqm 254.25 226.45
13.2 15 mm cement plaster on the rough side of single or half brick wall of mix :
13.2.1 1:4 (1 cement: 4 fine sand) sqm 307.9 276.55
13.2.2 1:6 (1 cement: 6 fine sand) sqm 292.85 261.25
13.3 20 mm cement plaster of mix :
13.3.1 1:4 (1 cement: 4 fine sand) sqm 365.25 328.8
13.3.2 1:6 (1 cement: 6 fine sand) sqm 345.65 308.85
13.4 12 mm cement plaster of mix :
13.4.1 1:4 (1 cement: 4 coarse sand) sqm 276.15 243.05
13.4.2 1:6 (1 cement: 6 coarse sand) sqm 263.55 230.25
13.5 15 mm cement plaster on rough side of single or half brick wall of mix:
13.5.1 1:4 (1 cement: 4 coarse sand) sqm 318.95 281.05
13.5.2 1:6 (1 cement: 6 coarse sand) sqm 303.9 265.75
13.6 20 mm cement plaster of mix :
13.6.1 1:4 (1 cement: 4 coarse sand) sqm 379.7 334.65
13.6.2 1:6 (1 cement: 6 coarse sand) sqm 360.1 314.75

13.7 12 mm cement plaster finished with a floating coat of neat cement of mix :
13.7.1 1:3 (1 cement: 3 fine sand) sqm 340.85 309.1
13.7.2 1:4 (1 cement: 4 fine sand) sqm 328.25 296.3
15 mm cement plaster on rough side of single or half brick wall finished with a
13.8 floating coat of neat cement of mix :
13.8.1 1:3 (1 cement: 3 fine sand) sqm 384.35 348.85
13.8.2 1:4 (1 cement: 4 fine sand) sqm 369.3 333.55
Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat
13.9 cement.
13.9.1 12 mm cement plaster sqm 350.15 312.85
13.9.2 20 mm cement plaster sqm 460.7 411.6

15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of
13.10 neat cement on the rough side of single or half brick wall. sqm 395.4 353.35
18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1
cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1
13.11 cement : 6 fine sand). sqm 399.3 353.6

18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1
cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3
13.12 coarse sand) finished rough with sponge. sqm 416.55 368.3
13.13 12 mm cement plaster 1:2 (1 cement : 2 stone dust). sqm 297.3 266.45
15 mm cement plaster 1:2 (1 cement : 2 stone dust) on the rough side of single or
13.14 half brick wall. sqm 344.25 309
13.15 20 mm cement plaster 1:2 (1 cement : 2 stone dust). sqm 412.6 371.05
13.16 6 mm cement plaster of mix :
13.16.1 1:3 (1 cement : 3 fine sand) sqm 227.35 201.95
6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of
neat cement and thick coat of Lime wash on top of walls when dry for bearing of
13.17 R.C.C. slabs and beams. sqm 301.65 269.8
13.18 Neat cement punning. sqm 62.75 58.35

Rough cast plaster upto 10 m height above ground level with a mixture of sand and
gravel or crushed stone from 6 mm to 10 mm nominal size, dashed over and
including the fresh plaster in two layers, under layer 12 mm cement plaster 1:4 (1
cement : 4 coarse sand) and top layer 10 mm cement plaster 1:3 (1 cement : 3 fine
13.19 sand) mixed with 10% finely grounded hydrated lime by volume of cement.
13.19.1 Ordinary cement finish using ordinary cement sqm 681.1 608.3

Pebble dash plaster upto 10 m height above ground level with a mixture of washed
pebble or crushed stone 6 mm to 12.5 mm nominal size, dashed over and including
fresh plaster in two layers under layer 12 mm cement plaster 1:4 (1 cement : 4
coarse sand) and top layer 10 mm cement plaster with cement mortar 1:3 (1 cement :
13.20 3 fine sand) mixed with 10% finely grounded hydrated lime by volume of cement. sqm 638.95 569.15
Extra for providing and mixing water proofing material in cement plaster work in
13.21 proportion recommended by the manufacturers. per bag of 50 59.75 51.85
Extra for plastering exterior walls of height more than 10 m from ground level for
13.22 every additional height of 3 m or part thereof. sqm 65.95 58
13.23 Extra for plastering on circular work not exceeding 6 m in radius:
13.23.1 In one coat sqm 35.8 32.35
13.23.2 In two coats sqm 54.45 49.15
Extra for plastering done on moulding, cornices or architraves including neat finish
13.24 to line and level:
13.24.1 In one coat sqm 532.75 481.1
13.24.2 In two coats sqm 878.4 793.6
13.25 Extra for plastering:
13.25.1 Spherical ceiling sqm 133.6 120.7
13.25.2 Groined ceiling sqm 144.75 130.65
13.25.3 Flewing soffits sqm 88.35 79.85
Providing and applying plaster of paris putty of 2 mm thickness over plastered
13.26 surface to prepare the surface even and smooth complete. sqm 196.7 180.05
13.27 Extra for lining out plaster to imitate stone or concrete blocks walling. sqm 85.25 77.15
12 mm thick plain cement mortar bands in cement mortar 1:4 (1 cement : 4 fine
13.28 sand):
13.28.1 Flush Band cm per metre 5.7 5.15
13.28.2 Sunk Band cm per metre 6.2 5.6
13.28.3 Raised Band cm per metre 7.1 6.4
13.28.4 Moulded Band cm per metre 12.15 11
18 mm thick plain cement mortar band in cement mortar 1:4 (1 cement : 4 fine
13.29 sand):
13.29.1 Flush Band cm per metre 6.9 6.25
13.29.2 Sunk Band cm per metre 7.6 6.9
13.29.3 Raised Band cm per metre 8.7 7.85
13.29.4 Moulded Band cm per metre 16.25 14.6
18 mm thick moulded cement mortar band in two coats under layer 12 mm thick
with cement mortar 1:5 (1 cement : 5 coarse sand) top layer 6 mm thick with cement
13.30 mortar 1:4 (1 cement : 4 fine sand). cm per metre 16.2 14.65
Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine
13.31 sand):
13.31.1 Flush / Ruled/ Struck or weathered pointing sqm 191.55 169.45
13.31.2 Raised and cut pointing sqm 313.8 279.3

13.32 Pointing on tile brick work with cement mortar 1:3 (1 cement : 3 fine sand):
13.32.1 Flush/ Ruled/ Struck or weathered pointing sqm 260.9 231.05

13.33 Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) :
13.33.1 Flush/ Ruled pointing sqm 285.4 251.85
13.33.2 Raised and cut pointing sqm 520.75 461.4
Raised and cut pointing on stone work in white cement mortar 1:3 (1 white cement :
13.34 3 marble dust). sqm 538.25 474.25
13.35 Pointing on stone slab ceiling with cement mortar 1:2 (1 cement : 2 fine sand):
13.35.1 Flush/ Ruled pointing sqm 159 140.45
Extra for pointing on walls on the outside at height more than 10 m from ground
13.36 level for every additional height of 3 m or part there of. sqm 7.15 6.2
13.37 White washing with lime to give an even shade :
13.37.1 New work (three or more coats) sqm 28.55 24.15
13.38 Satna lime wash on walls with one coat. sqm 11.5 9.75
13.39 Colour washing such as green, blue or buff to give an even shade :

13.39.1 New work (two or more coats) with a base coat of white washing with lime sqm 38.95 33.1
13.39.2 New work (two or more coats) with a base coat of whiting sqm 38.5 32.75
Distempering with dry distemper of approved brand and manufacture (two or more
coats) of required shade on new work, over and including water thinnable priming
13.40 coat to give an even shade. sqm 117.75 105.75
Distempering with oil bound washable distemper of approved brand and
13.41 manufacture to give an even shade :
New work (two or more coats) over and including water thinnable priming coat with
13.41.1 cement primer sqm 153.45 137.6

Distempering with 1st quality acrylic distemper (ready mixed) having VOC content
less than 50 gms/litre, of approved manufacturer, of required shade and colour
13.42 complete, as per manufacturer's specification.
13.42.1 Two or more coats on new work sqm 87.15 76.35
Applying one coat of water thinnable cement primer of approved brand and
13.43 manufacture on wall surface :
13.43.1 Water thinnable cement primer sqm 60 53.85
13.44 Finishing walls with water proofing cement paint of required shade :
13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm) sqm 91.25 81.15
13.45 Finishing walls with textured exterior paint of required shade :
New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including
13.45.1 priming coat of exterior primer applied @ 2.20kg/10 sqm sqm 232 218.1
13.46 Finishing walls with Acrylic Smooth exterior paint of required shade :
New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming
13.46.1 coat of exterior primer applied @ 2.20 kg/10 sqm) sqm 164.7 151.4
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives
13.47 of required shade:
New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including
13.47.1 priming coat of exterior primer applied @ 2.20 kg/10 sqm) sqm 161.15 147.15
Finishing with Deluxe Multi surface paint system for interiors and exteriors using
13.48 Primer as per manufacturers specifications :
Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat
13.48.1 of Special primer applied @ 0.75 ltr /10 sqm sqm 142.2 133.8

Painting wood work with Deluxe Multi Surface Paint of required shade. Two or
more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75
13.48.2 ltr/10 sqm of approved brand and manufacture sqm 130.25 121.7

Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or
more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80
13.48.3 ltr/10 sqm of approved brand and manufacture sqm 125.8 117.5

Finishing walls with 100% Premium acrylic 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
13.48A additives.
 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including
13.48A.1 priming coat of exterior primer applied @ 0.90 litre/10 sqm. sqm 146.2 129.45
13.50 Applying priming coat:
With ready mixed pink or Grey primer of approved brand and manufacture on wood
13.50.1 work (hard and soft wood) sqm 57.05 50.45
With ready mixed aluminium primer of approved brand and manufacture on
13.50.2 resinous wood and plywood sqm 57.55 51.35
With ready mixed red oxide zinc chromate primer of approved brand and
13.50.3 manufacture on steel galvanised iron/ steel works sqm 50.7 45.2
With ready mixed red oxide zinc chromate primer of approved brand and
13.50.4 manufacture on steel work (second coat) sqm 27.2 24.3

Painting with silicon & acrylic emulsion based water thinnable sealer of approved
13.51 brand and manufacture on wet or patchy portion of plastered surfaces :
13.51.1 One coat sqm 81.2 70.25
13.51.2 Two coats sqm 129.05 111.65
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied
as per manufacturer's specifications including appropriate priming coat, preparation
13.52 of surface, etc. complete.
13.52.1 On steel work sqm 189.75 165.4
13.52.2 On concrete work sqm 189.4 164.25
Painting on G.S. sheet with synthetic enamel paint of approved brand and
13.53 manufacture of required colour to give an even shade :
New work (two or more coats) including a coat of approved steel primer but
13.53.1 excluding a coat of mordant solution sqm 138 122.25
13.54 Applying a coat of mordant solution on G.S. sheet:
13.54.1 With a solution of 38 gms of copper acetate in a litre of soft water sqm 48.25 42.5
With a solution made of 13 gms of hydrochloric acid in a solution of 13 gms each of
copper chloride, copper nitrate and ammonium chloride dissolved in a litre of soft
13.54.2 water sqm 48.05 42.3

Painting (two or more coats) on rain water, soil waste and vent pipes and fittings
with black anticorrosive bitumastic paint of approved brand and manufacture, over
13.55 and including a priming of ready mixed zinc chromate yellow primer on new work:
13.55.1 100 mm diameter pipes metre 58.15 51.3
13.55.2 150 mm diameter pipes metre 86.7 76.45

Painting (two or more coats) on rain water, soil waste and vent pipes and fittings
with synthetic enamel paint of approved brand and manufacture and required colour
13.56 over a priming coat of approved steel primer on new work.
13.56.1 100 mm diameter pipes metre 63.7 56.3
13.56.2 150 mm diameter pipes metre 94.85 83.9

13.57 Painting with oil type wood preservative of approved brand and manufacture :
13.57.1 New work (two or more coats) sqm 44.5 39

Providing and applying two coats of fire retardant paint on cleaned wood / ply
surface @ 3.5 sqm per litre per coat including preparation of base surface as per
13.58 recommendations of manufacturer to make the surface fire retardant. sqm 292 242.15
Coal tarring two coats on new work using 0.16 Litre and 0.12 litre coal tar per sqm
13.59 in the first coat and second coat respectively. sqm 50.3 41.95
Wall painting with acrylic emulsion paint of approved brand and manufacture to
13.60 give an even shade :
13.60.1 Two or more coats on new work sqm 128.65 112.95
 Painting with synthetic enamel paint of approved brand and manufacture to give an
13.61 even shade :
13.61.1 Two or more coats on new work sqm 121.55 107.45
Painting with synthetic enamel paint of approved brand and manufacture of required
13.62 colour to give an even shade :
Two or more coats on new work over an under coat of suitable shade with ordinary
13.62.1 paint of approved brand and manufacture sqm 177.15 156.65
Painting with aluminium paint of approved brand and manufacture to give an even
13.63 shade .
13.63.1 Two or more coats on new work sqm 112.25 99.55
Painting with acid proof paint of approved brand and manufacture of required colour
13.64 to give an even shade :
13.64.1 Two or more coats on new work sqm 130.05 114.15
Painting with black anti-corrosive bitumastic paint of approved brand and
13.65 manufacture to give an even shade :
13.65.1 Two or more coats on new work sqm 106.05 93.2
Floor painting with floor enamel paint of approved brand and manufacture of
13.66 required colour to give an even shade :
13.66.1 Two or more coats on new work sqm 144.65 127
13.67 Varnishing with varnish of approved brand and manufacture :
Two or more coats of glue sizing with copal varnish over an under coat of flatting
13.67.1 varnish sqm 182.4 160.45

13.67.2 Two or more coats glue sizing with spar varnish or an under coat of flatting varnish sqm 183.25 161.15
13.68 French spirit polishing :
13.68.1 Two or more coats on new works including a coat of wood filler sqm 351.15 327.6
Polishing on wood work with ready mixed wax polish of approved brand and
13.69 manufacture :
13.69.1 New work sqm 150.9 132.9
Floor polishing on masonry or concrete floors with wax polish of approved brand
13.70 and manufacture. sqm 72.85 64.2
13.71 Lettering with black Japan paint of approved brand and manufacture per letter per 4.7 4.3

Washed stone grit plaster on exterior walls height upto 10 metre above ground level,
in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ),
furrowing the under layer with scratching tool, applying cement slurry on the under
layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2
(1 cement: 1/2 coarse sand : 2 stone chipping 10 mm 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
13.72 shall be made separately). sqm 896.75 819.4

Forming groove of uniform size in the top layer of washed stone grit plaster as per
approved pattern using wooden battens, nailed to the under layer, including removal
of wooden battens, repair to the edges of panels and finishing the groove complete
13.73 as per specifications and direction of the Engineer-in-charge :
13.73.1 15 mm wide and 15 mm deep groove metre 57.15 52.1
13.73.2 20 mm wide and 15 mm deep groove metre 57.75 52.6
Extra for washed grit plaster on exterior walls of height more than 10 m from
13.74 ground level for every additional height of 3 m or part thereof. sqm 129.65 115.5
Extra for washed stone grit plaster on circular work not exceeding 6 m in radius (in
13.75 two coats). sqm 101.1 92.9
 Forming groove of uniform size from 12x12 mm and upto 25x15 mm 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
13.76 the groove complete as per specifications and direction of the Engineer-in-Charge. metre 86.75 76.1
Extra for using white cement in place of ordinary cement in the top layer of the item
13.77 of washed stone grit plaster. sqm 83.75 62.65

Providing and applying 12 mm thick (average) premixed formulated one coat

gypsum lightweight plaster having additives and light weight aggregates as
vermiculite/ perlite respectively conforming to IS: 2547 (Part - 1 & II) 1976, applied
on hacked / uneven background such as bare brick/ block/ RCC work on walls &
13.78 ceiling at all floors and locations, finished in smooth line and level etc. complete. sqm 342.85 305.15

Extra for addition of synthetic Polyester triangular fibre of length 6 mm, effective
diameter 10-40 microns and specific gravity of 1.34 to 1.40 in cement plaster/mortar
by using 125 gms. of synthetic Polyester triangular fibre for 50 Kgs. cement used in
13.79 cement mortar as per directions of Engineer-in-Charge. per bag of 50 66.9 59.4

Providing and applying white cement based putty of average thickness 1 mm, of
approved brand and manufacturer, over the plastered wall surface to prepare the
13.80 surface even and smooth complete. sqm 115.15 104.55

Distempering 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
13.81 colour.
13.81.1 One coat sqm 50.6 45.7
13.81.2 Two coats sqm 81.9 72.35

Wall painting with acrylic emulsion paint, having VOC (Volatile Organic
Compound ) content less than 50 grams/ litre, of approved brand and manufacture,
including applying additional coats wherever required, to achieve even shade and
13.82 colour.
13.82.1 One coat sqm 71.8 63.15
13.82.2 Two coats sqm 106.8 94

Wall painting with premium acrylic emulsion paint of interior grade, having VOC
(Volatile Organic Compound ) content less than 50 grams/ litre of approved brand
and manufacture, including applying additional coats wherever required to achieve
13.83 even shade and colour.
13.83.1 One coat sqm 75.1 65.2
13.83.2 Two coats sqm 113.9 98.85
Applying priming coats with primer of approved brand and manufacture, having low
13.85 VOC (Volatile Organic Compound ) content.
With ready mixed pink or grey primer on wood work (hard and soft wood) having
13.85.1 VOC content less than 50 grams/ litre sqm 57.05 50.45
With water thinnable cement primer on wall surface having VOC content less than
13.85.3 50 grams/litre sqm 60 53.85
6 mm plaster on cement concrete or reinforced cement concrete work with white
cement based polymer modified self curing mortar of approved make as per the
13.86 direction of Engineer-In-Charge. sqm 205.5 180.6
13.87 White washing with lime to give an even shade :
13.87.1 Old work (two or more coats) sqm 16.75 14.2
13.87.2 Old work (one or more coats) sqm 10.25 8.7

Removing white or colour wash by scrapping and sand papering and preparing the
13.88 surface smooth including necessary repairs to scratches etc. complete sqm 14.2 11.75
 Distempering with dry distemper of approved brand and manufacture (one or more
13.89 coats) and of required shade on old work to give an even shade. sqm 49.55 44.45

Distempering with 1st quality acrylic distember (Ready mix) having VOC content
13.90 less than 50 grams/ litre of approved brand and manufacture to give an even shade :
13.90.1 Old work (one or more coats) sqm 54.3 48.6
Removing dry or oil bound distemper, water proofing cement paint and the like by
scrapping, sand papering and preparing the surface smooth including necessary
13.91 repairs to scratches etc. complete. sqm 18.25 15.1
Painting on G.S. sheet with synthetic enamel paint of approved brand and
13.92 manufacture of required colour to give an even shade :
13.92.1 Old work (one or more coats) sqm 71.05 62.55

Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings
with black anticorrosive bitumastic paint of approved brand and manufacture over
and including a priming coat of ready mixed zinc chromate yellow primer on new
13.93 work :
13.93.1 75 mm diameter pipes metre 43.6 38.45
Painting (one or more coats) on rain water, soil waste and vent pipes and fittings
with black anticorrosive bitumastic paint of approved brand and manufacture on old
13.94 work :
13.94.1 75 mm diameter pipes metre 20.55 18.05
13.94.2 100 mm diameter pipes metre 27.15 23.85
13.94.3 150 mm diameter pipes metre 39.1 34.35

Painting (two or more coats) on rain water, soil waste and vent pipes and fittings
with aluminium paint of approved brand and manufacture over a priming coat of
13.95 ready mixed zinc chromate yellow primer on new work :
13.95.1 75 mm diameter pipes metre 45.15 40
13.95.2 100 mm diameter pipes metre 62.65 55.6
13.95.3 150 mm diameter pipes metre 93.35 82.85
Painting (one or more coats) on rain water, soil waste and vent pipes and fittings
with synthetic enamel paint of approved brand and manufacture and required colour
13.96 on old work :
13.96.1 75 mm diameter pipes metre 21.75 19.2
13.96.2 100 mm diameter pipes metre 27.95 24.7
13.96.3 150 mm diameter pipes metre 40.2 35.55

13.97 Painting with oil type wood preservative of approved brand and manufacture:
13.97.1 Old work (one or more coats) sqm 33.9 29.7
Wall painting with plastic emulsion paint of approved brand and manufacture to
13.98 give an even shade:
13.98.1 One or more coats on old work sqm 84.65 74.3
Painting with synthetic enamel paint of approved brand and manufacture of required
13.99 colour to give an even shade :
13.99.1 One or more coats on old work sqm 79.95 70.65
Painting with aluminium paint of approved brand and manufacture to give an even
13.100 shade:
13.100.1 One or more coats on old work sqm 73.25 64.9
Painting with acid proof paint of approved brand and manufacture of required colour
13.101 to give an even shade :
13.101.1 One or more coats on old work sqm 85.1 74.7
Painting with black anti-corrosive bitumastic paint of approved brand and
13.102 manufacture to give an even shade :
13.102.1 One or more coats on old work sqm 70.95 62.35
13.103 French spirit polishing :
13.103.1 One or more coats on old work sqm 176.85 164.95
Polishing on wood work with ready made wax polish of approved brand and
13.104 manufacture :
13.104.1 Old work sqm 76.3 67.15

13.105 Re-lettering with black Japan paint of approved brand and manufacture. per letter per 3 2.75
Painting (one or more coats) with black Japan paint of approved brand and
13.106 manufacture to give an even shade. sqm 72.45 63.75
Providing and fixing C.P. brass chain and rubber plug complete for sink or wash
13.107 basin:
13.107.1 32 mm dia each 75.1 65.2
13.107.2 40 mm dia each 75.1 65.2

Distempering with 1st quality acrylic distemper (ready made) having VOC content
less than 50 gm per ltr. of approved manufacturer and of required shade and colour
13.108 complete. as per manufacturer's specification.
13.108.1 One or more coats on old work sqm 48.05 42.2
13.109 Finishing walls with water proofing cement paint of required shade :

Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of
13.109.1 primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat. sqm 87.2 78.7
13.109.2 Old work (one or more coats @ 2.20 kg/10 sqm) complete. sqm 59.35 53.25
13.110 Finishing walls with textured exterior paint of required shade :
Old work (Two or more coats on existing cement paint surface applied @ 3.28 ltr/10
13.110.1 sqm. sqm 168.75 162.65
13.110.2 Old work (One or more coats) applied @ 1.82 ltr/10 sqm. sqm 105.3 100.7
13.111 Finishing walls with Acrylic Smooth exterior paint of required shade :
Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint
13.111.1 surface sqm 99.9 94.6
13.111.2 Old work (One or more coat applied @ 0.90 ltr/10 sqm). sqm 67.35 63.05
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives
13.112 of required shade
Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement
13.112.1 paint surface sqm 97.75 91.55
13.112.2 Old work (one or more coats applied @ 0.83 ltr/10 sqm). sqm 66.95 62.3
13.113 Varnishing with varnish of approved brand and manufacture:
13.113.1 One or more coats with copal varnish sqm 73.4 64.55
13.113.2 One or more coats with spar varnish sqm 73.85 64.95
13.114 Melamine polishing on wood work (one or more coat). sqm 110.75 98.4
Varnishing with flatting varnish of approved brand and manufacture one or more
13.115 coats on old work. sqm 76.65 67.35
 Polishing in high gloss/matt finish melamine clear polish on wood work in required
color/wooden shade texture with following process in the sequence as detailed
below:_x000D_ _x000D_ 1) The surface to be polished is rubbed with sand paper
80/120 no. and then with sand paper of 160/180 nos._x000D_ 2) Applying two coats
of sealer with spray gun and allowing sufficient drying time for 1st coat and 2nd
coat is allowed to dry for 8 to 12 hours._x000D_ 3) On drying of sealer coat, wet
rubbing with emery cloth of finer grading with ample water to remove excess sealer
layer and make the surface further smooth after this wet rubbing, then surface is
applied with special grade melamine fillers to fill all the small and big holes.grooves
etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing
is done and this surface is further allowed to dry for 12 hrs._x000D_ 4) On this, 1st
coat of melamine polish is applied with spray gun using melamine clear polish and
melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs
then this dry surface is again fine wet rubbed smooth, which is further allowed to
dry for 12 hrs. The final melamine polish is applied with compressor pressure spray
gun using melamine clear polish and melamine thinner mixed in required proportion
complete as per direction of Engineer-in-Charge. (Final coat to be done in 1 or 2
13.116 layers without gap of time) Sqm 1091.9 988.05
14 REPAIRS TO BUILDING

Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and

under, including cutting the patch in proper shape, raking out joints and preparing
and plastering the surface of the walls complete, including disposal of rubbish to the
14.1 dumping ground, all complete as per direction of Engineer-in-Charge.
14.1.1 With cement mortar 1:4 (1 cement : 4 fine sand) sqm 417.8 372.7
14.1.2 With cement mortar 1:4 (1cement: 4 coarse sand) sqm 429.6 377.5

Fixing chowkhats in existing opening including embedding chowkhats in floors or

walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks
of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6
graded stone aggregate 20 mm nominal size), painting two coats of approved wood
preservative to sides of chowkhats and making good the damages to walls and floors
as required complete, including disposal of rubbish to the dumping ground, all
14.2 complete as per direction of Engineer-in-Charge.
14.2.1 Door chowkhats each 1366.85 1208.65
14.2.2 Window chowkhats each 858.9 759.85
14.2.3 Clerestory window chowkhats each 637.85 550.95

Fixing chowkhat in existing opening in brick/ RCC wall with dash

fasteners/Chemical fasteners of appropriate size (3 nos on each vertical member of
door chowkhat and 2 nos on each vertical member of window chowkhats), including
14.3 Cost of dash fasteners/ chemical fastener. each 193.95 160.65

Making the opening in brick masonry including dismantling in floor or walls by

cutting masonry and making good the damages to walls, flooring and jambs
complete, to match existing surface i/c disposal of mulba/ rubbish to the nearest
14.4 municipal dumping ground, all complete as per direction of Engineer-in-Charge.
14.4.1 For door/ window/ clerestory window sqm 932.45 792.3
Renewing glass panes, with putty and nails wherever necessary including racking
14.5 out the old putty:

14.5.1 Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) sqm 890.5 788.35

14.5.2 Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm) sqm 1184.85 1050.25
14.6 Renewing glass panes, with wooden fillets wherever necessary:
14.6.1 Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) sqm 1263 1118.4

14.6.2 Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm) sqm 1557.35 1380.3
14.7 Renewing glass panes and refixing existing wooden fillets:

14.7.1 Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) sqm 989.85 877.8

14.7.2 Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm) sqm 1284.2 1139.7
14.8 Supplying and fixing new wooden fillets wherever necessary:
14.8.1 2nd class teak wood fillets metre 61.5 53.95
14.8.2 Hollock wood fillets metre 54.7 48.15
14.9 Renewal of old putty of glass panes (length) metre 42.6 37.4
14.10 Refixing old glass panes with putty and nails sqm 554.05 486.4
14.11 Fixing old glass panes with wooden fillets (excluding cost of fillets) sqm 510.75 450.4

Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing
R.C.C. slab, including cutting chase, anchoring clamp to reinforcement bar,
including cleaning, refilling, making good the chase with matching concrete,
14.12 plastering and painting the exposed portion of the clamps complete. each 425.1 377.05

Regrading terracing of mud phaska covered with tiles or brick, in cement mortar by
dismantling tiles or bricks, removing mud plaster, preparing the surface of mud
phaska to proper slope, relaying mud plaster gobri leaping and tiles or bricks,
grouted in cement mortar 1:3 (1 cement : 3 fine sand), including replacing
unserviceable tiles or bricks with new ones and disposal of unserviceable material to
the dumping ground (the cost of the new tiles or brick excluded), all complete as per
14.13 direction of Engineer-in-Charge. sqm 521.6 465

Replacing sand stone slabs in roofing, laid in cement mortar 1:4 (1 cement : 4 coarse
sand), including necessary repairs and cement pointing with same mortar complete,
including disposal of rubbish to dumping ground, all complete as per direction of
14.14 Engineer-in-Charge.
14.14.1 Red/ white sand stone slabs 30 to 50 mm thick sqm 957.7 855.95

Renewing wooden battens in roofs, including making good the holes in wall and
painting with oil type wood preservative of approved brand and manufacture
complete, including removal of rubbish to the dumping ground, all complete as per
14.15 direction of Engineer-in-Charge.
14.15.1 Sal wood battens cum 91114.45 78802.3

Renewing wooden beams in roofs including making good the holes in walls and
painting with oil type wood preservative of approved brand and manufacture
complete, including removal of rubbish to the dumping ground, all complete as per
14.16 direction of Engineer-in-Charge.
14.16.1 Not exceeding 4.00 metres in length.
14.16.1.1 Sal wood beams cum 95325.8 82674.5
14.16.1.2 Hollock wood beams cum 60859.95 53591.55
14.16.2 Above 4.00 metres and upto 5.00 metres length.
14.16.2.1 Sal wood beams cum 97267 84225.6
14.16.2.2 Hollock wood beams cum 62765.35 55116.8
Raking out joints in lime or cement mortar and preparing the surface for re-pointing
or replastering, including disposal of rubbish to the dumping ground, all complete as
14.17 per direction of Engineer-in-Charge. sqm 51.7 42.25
Flush pointing with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of
integral water proofing compound by weight of cement for flat tile bricks on top of
14.18 mud phaska :
14.18.1 With F.P.S. brick tiles sqm 103.45 91
14.18.2 With modular brick tiles sqm 104.65 92.15
 Taking out wind ties from roof including cutting out rusted bolts, nuts etc. and
14.19 removing materials to any distance within compound and stacking. kg 4 3.45

Fixing of old wind tie with new fittings including painting two or more coats with
anticorrosive bitumastic paint of approved brand & manufacturer over and including
14.20 priming coat of ready mixed zinc chromate yellow primer of approved brand. metre 102.6 91.4
Renewing bottom rail and/or top runner of collapsible gate including making good
all damages and applying priming coat of zinc chromate yellow primer of approved
14.21 brand and manufacturer. kg 224.6 208.55
Renewing Wrought iron or M.S. Wheel or roller of steel door or gate and fitting and
fixing the same with necessary clamps, nuts and bolts/welding and erection etc.
14.22 complete.
14.22.1 Wheel 50 mm dia and below per wheel 146.75 131
14.22.2 Wheel above 50 mm dia per wheel 240.45 219.1
Pumping out water caused by springs, tidal or river seepage, broken water mains or
14.23 drains and the like. kilo litre 169.05 139.1
14.24 Mud mortar made with local clay good earth. cum 737 711.8

14.25 Brick work with common burnt clay bricks of class designation 7.5 in mud mortar cum 5281.35 5003.55
14.26 Providing and fixing 25 mm thick shutters for cup board etc. :
14.26.1 Panelled or panelled & glazed shutters :
Superior class teak wood including nickel plated bright finished M.S. piano hinges
14.26.1.1 with necessary screws. sqm 4456.6 4024.3
Ist class teak wood including nickel plated bright finished M.S. piano hinges with
14.26.1.2 necessary screws. sqm 3852.7 3500
14.26.2 Glazed shutters :
Superior class teak wood including nickel plated bright finished M.S. piano hinges
14.26.2.1 with necessary screws. sqm 4448.45 3948.6
Ist class teak wood including nickel plated bright finished M.S. piano hinges with
14.26.2.2 necessary screws. sqm 3798.05 3383.95

Providing and fixing plain jaffri door and window shutters including bright or/and
black enamelled M.S. butt hinges with necessary screws 35x10 mm laths placed 35
mm apart (frames to be paid separately), including fixing 50x12 mm beading
14.27 complete with :
14.27.1 Second class teak wood sqm 4069.7 3618.3
Providing and fixing brass curtain rods of wall thickness 1.25 mm with two brass
brackets fixed with brass screws and wooden plugs etc. wherever necessary
14.28 complete.
14.28.1 20 mm diameter. metre 292.9 254.95
14.28.2 25 mm diameter. metre 359.8 313

Providing and fixing M.S. round or square bars with M.S. flats at required spacing
14.29 in wooden frames of windows and clerestory windows. kg 92.05 91.25

Providing joists (karries) including hoisting, fixing in position and applying wood
14.30 preservative on unexposed surface etc. complete with :
14.30.1 Sal wood cum 90056.65 77969.15
14.30.2 Hollock wood cum 55939.25 49180.15
Providing and fixing bright finished brass single acting spring hinges with necessary
14.31 brass screws etc. complete :
14.31.1 150 mm each 647.55 567.1
14.31.2 125 mm each 460.25 404.5
14.31.3 100 mm each 408.1 359.2
Providing and fixing bright finished brass double acting spring hinges with
14.32 necessary brass screws etc. complete :
14.32.1 150 mm each 721.15 631
14.32.2 125 mm each 614.1 538.05
14.32.3 100 mm each 595.4 521.8
Providing and fixing bright finished brass flush bolts with necessary brass screws
14.33 etc. complete :
14.33.1 250 mm each 229.45 202.05
14.33.2 150 mm each 199.5 175.6
14.33.3 100 mm each 145.95 129.15

Providing and fixing 150 mm bright finished floor brass door stopper with rubber
14.34 cushion, necessary brass screws etc. to suit shutter thickness complete each 232.5 202.85
14.35 Providing and fixing bright finished brass hard drawn hooks and eyes :
14.35.1 300 mm each 86.45 75.9
14.35.2 250 mm each 82.95 72.9
14.35.3 200 mm each 74.4 65.45
14.35.4 150 mm each 59.7 52.7
14.35.5 100 mm each 52.35 46.3
Providing and fixing bright finished brass fan light pivot with necessary brass
14.36 screws etc. complete. each 39.7 35.65
Providing and fixing 300 mm long bright finished brass chain with hook for fan light
14.37 including necessary brass screws etc. complete. each 63.65 56.7
Providing and fixing bright finished brass quadrant stay 300 mm long with
14.38 necessary brass screws etc. complete. each 162.65 142.65

14.39 Providing and fixing bright finished brass helical door spring (superior quality). each 457.9 402.45
Providing and fixing chromium plated brass butt hinges with necessary chromium
14.40 plated brass screws etc. complete.
14.40.1 125x70x4 mm (ordinary type) each 170.1 149.25
14.40.2 100x70x4 mm (ordinary type) each 145.6 128
14.40.3 75x65x4 mm (heavy type) each 162.15 142.35
14.40.4 75x40x2.5 mm (ordinary type) each 97.35 86.15
14.40.5 50x40x2.5 mm (ordinary type) each 40.8 36.55

Providing and fixing 85x42 mm chromium plated brass pull bolt lock with necessary
14.41 chromium plated brass screws, nuts, bolts and washers etc. complete. each 245.2 222.6

Providing and fixing double scaffolding system (cup lock type) on the exterior side,
up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre,
horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S.
tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working
platform etc. and maintaining it in a serviceable condition for the required duration
as approved and removing it there after .The scaffolding system shall be stiffened
with bracings, runners, connection with the building etc wherever required for
inspection of work at required locations with essential safety features for the
workmen etc. complete as per directions and approval of Engineer-in-charge .The
elevational area of the scaffolding shall be measured for payment purpose .The
14.72 payment will be made once irrespective of duration of scaffolding. sqm 257.95 226.7

Providing and fixing bright finished brass casement window fasteners or peg stays to
14.73 windows/ ventilators with necessary welding and machine screws etc. complete. kg 473.9 411.4

Providing and fixing 14 mm bright finished brass spring catch to steel centre hung
14.74 ventilators with necessary welding and machine screws etc. complete. each 57.3 49.75
 Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under,
including cutting the patch in proper shape, raking out joints and preparing
plastering the wall surface with white cement based polymer modified self curing
mortar, including disposal of rubbish, all complete as per the direction of Engineer-
14.75 In-Charge. sqm 512 449.45

Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre
capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish
from the tank and cleaning the tank with fresh water disinfecting with bleaching
powder @ 0.5gm per litre capacity of tank including marking the date of cleaning on
the side of tank body with the help of stencil and paint and disposing of malba all
complete as per direction of Engineer-in-Charge. (The old date already written on
tank should be removed with paint remover or black paint and if date is not written
with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per
litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired
14.75A by contractor at his own cost and nothing extra will be paid on this account) litre 0.35 0.3

Cleaning and desilting of gully trap chamber, including removal of rubbish mixed
14.76 with earth etc. and disposal of same, all as per the direction of Engineer-in-charge. each 77.65 63.25

Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic

operated high pressure suction cum jetting sewer cleaning machine fitted with pump
having 4000 litres suction capacity and 6000 litres water jetting tank capacity
including skilled operator, supervising engineer etc. for cleaning and partial desilting
of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line
from one manhole to another by high pressure jetting system of 2200 PSI for sewer
14.77 line from 150mm dia upto 300mm metre 256.9 244.4

Cleaning of under ground sump, Over Head R.C.C. Tank ( independent staging)
including disposal of slit and rubbish, all as per direction of Engineer-in-Charge.
The cleaning shall consist following operations:- (i)Tank shall be emptied of water
by pumping & bottom shall be cleaned of silt and other deposits. (ii) Entire surface
area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure
washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine. (iv)
The treated surface shall be dried using air jetting and all loose particles shall be
removal from the surface. (v) Finally the surface shall be treated with ultraviolet
14.78 radiation etc. as per direction of Engineer-in-Charge. sqm 63.7 53.65

Disconnecting damaged overhead/terrace PVC water storage tank of any size from
water supply line and removing from the terrace including shifting at ground level as
14.79 per direction of Engineer-in-charge. each 317.75 269.8

Providing & fixing White vitreous china water closet squatting pan (Indian type)
along with "S" or "P" trap including dismantling of old WC seat and "S" or "P" trap
at site complete with all operations including all necessary materials, labour and
disposal of dismantled material i/c malba, all complete as per the direction of
14.80 Engineer-in charge.
14.80.1 Long pattern W.C Pan of size 580x440 mm each 2724.1 2488.45
14.80.2 Orissa pattern W.C Pan of size 580x440 mm each 3537.8 3270

Cutting holes of required size in brick masonry wall for fixing of exhaust fan
including providing and fixing 300 mm dia PVC pipe conforming BIS-12818 and
14.81 making good the same etc. complete as per direction of Engineer-in-charge. each 220.4 189.2

Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c
14.82 malba all complete as per directions of Engineer-in-Charge. each 96 78.1
Hacking of CC flooring including cleaning for surface etc. complete as per direction
14.83 of the Engineer-in-Charge. sqm 2.5 2.05
 Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantled pipes
14.84 (within 50 metres lead) as per direction of Engineer-in-Charge. metre 2.7 2.3

Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing
of repaired door shutters to existing door frames, including replacement of hinges
with screws, etc. as required, all complete as per the direction of the Engineer-in-
14.85 charge. each 297.85 268.95

Providing and laying in situ seven course water proofing treatment with APP
(Atactic poly-propylene) modified Polymeric memberane over roof consisting of
first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding
material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25
conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified
Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers
prefabricated with centre core as 20 micron HMHDPE film sandwiched on both
sides with polymeric mix and the polymeric mix is protected on both side with 20
micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of
class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed
with 2% integral water proofing compound by weight of cement over a 12 mm layer
of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick
14.86 tiles shall be paid for separately). sqm 592.65 527.75

Providing and laying in situ five course water proofing treatment with APP (Atactic
Polypropylene) modified Polymeric memberane over roof consisting of first coat of
bitumen primer @ 0.40 litre per sqm, 2nd & 4th courses of bonding material @ 1.20
kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to
IS : 702, 3rd layer of roofing membrane APP modified Polymeric membrane 2.0
mm thick of 3.00 Kg/ sqm weight consisting of five layers prefabricated with centre
core as 100 micron HMHDPE film sandwiched on both sides with polymeric mix
and the polymeric mix is protected on both side with 20 micron HMHDPE film. 5th,
the top most layer shall be finished with brick tiles of class designation 10 grouted
with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% integral water
proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3
(1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for
14.87 separately). sqm 408.75 388.6

Providing and laying in situ seven course water proofing treatment with APP
(Atactic Polypropylene) modified Polymeric memberane over roof consisting of first
coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding
material @ 1.20 kg/sqm, which shall consist of blown type bitumen of grade 85/25
conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified
Polymeric membrane 2.0 mm thick of 3.00 Kg/sqm weight consisting of five layers
prefabricated with centre core as 100 micron HMHDPE film sandwiched on both
sides with polymeric mix and the polymeric mix is protected on both side with 20
micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of
class designation 10 grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed
with 2% integral water proofing compound by weight of cement over a 12 mm layer
of cement mortar 1:3 ( 1 cement : 3 fine sand) and finished neat (item of laying brick
14.88 tiles shall be paid for separately). sqm 651.5 627.45
 Providing and fixing APP (Atactic Polypropylene Polymer) modified prefabricated
five layer 2 mm thick water proofing membrane, black finished reinforced with
glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @
0.40 litre/sqm by the same membrance manufacture of density at 25°C, 0.87 - 0.89
kg/ litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane
shall be laid using Butane torch and sealing all joints etc., and preparing the surface
complete. The vital physical and chemical parameters of the membrane shall be as
under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/
5 cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening
point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when
tested in accordance with ASTM, D - 5147. The laying of membrane shall be got
14.89 done through the authorised applicator of the manufacture of membrane.
14.89.1 2mm (for corrugated roof sheets) sqm 419.75 378.2

Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated

five layer, 3 mm thick water proofing membrane, black finished reinforced with
glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @
0.40 litre/sqm by the same membrane manufactured of density at 25°C, 0.87 - 0.89
kg/litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall
be laid using butane torch and sealing all joints etc., and preparing the surface
complete. The vital physical and chemical parameters of the membrane shall be as
under : Joint strength in longitudinal and transverse direction at 23°C as 350/300
N/5 cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening
point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when
tested in accordance with ASTM, D - 5147. The laying of membrane shall be got
14.90 done through the authorised applicator of the manufacturer of membrane :
14.90.1 3 mm thick sqm 512.95 454.85

Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated

five layer 3 mm thick water proofing membrane, black finished reinforced with non-
woven polyester matt consisting of a coat of bitumen primer for bitumen membrane
@ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89
kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall
be laid using Butane Torch and sealing all joints etc, and preparing the surface
complete. The vital physical and chemical parameters of the membrane shall be as
under : Joint strength in longitudinal and transverse direction at 23°C as 650/ 450N/
5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening
point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when
tested in accordance with ASTM, D - 5147. The laying of membrane shall be got
14.91 done through the authorised applicator of the manufacturer of membrane :
14.91.1 3 mm thick sqm 535 480.4

Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100%
polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch
14.92 by heating the membrane by Butane Torch as per manufactures recommendation. sqm 99.75 87.95

Providing round the clock security guard without gun for watch & ward of
Government premises and its all belongings by deploying neatly dressed security
guards in 8 hour's shift including necessary T&P like torch, lathi and uniform
etc.complete as per the direction of Engineer-in-charge. (One job means 8 hour's
14.93 duty). each job 852.25 730.6
 Providing round the clock security guard with gun for watch & ward of
Government premises and its all belongings by deploying neatly dressed security
guards in 8 hour's shift including necessary T&P like torch, lathi and uniform
etc.complete, as per the direction of Engineer-in-charge.(One job means 8 hour's
14.94 duty). each job 935.2 876.95
15 DISMANTLING AND DEMOLISHING

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

15.1 within 50 metres lead as per direction of Engineer- in-charge. cum 607.5 493.5

Demolishing cement concrete manually/ by mechanical means including disposal of

15.2 material within 50 metres lead as per direction of Engineer - in - charge.
15.2.1 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) cum 1737.45 1411.75
15.2.2 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) cum 1072.8 871.55
Demolishing R.C.C. work manually/ by mechanical means including stacking of
steel bars and disposal of unserviceable material within 50 metres lead as per
15.3 direction of Engineer - in- charge. cum 2534.7 2059.55
Demolishing R.B. work manually/ by mechanical means including stacking of steel
bars and disposal of unserviceable material within 50 metres lead as per direction of
15.4 Engineer-in- charge. cum 2267.15 1841.9
Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or
R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B.
15.5 work) as per direction of Engineer-in-charge. sqm 863.35 761.1
Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B.
15.6 work. kg 6.7 5.8
Demolishing brick work manually/ by mechanical means including stacking of
serviceable material and disposal of unserviceable material within 50 metres lead as
15.7 per direction of Engineer-in-charge.
15.7.1 In mud mortar cum 503 408.65
15.7.2 In lime mortar with old mughal bricks cum 1271.95 1033.15
15.7.3 In lime mortar cum 607.5 493.5
15.7.4 In cement mortar cum 1469.9 1194.1
Removing mortar from bricks and cleaning bricks including stacking within a lead
15.8 of 50 m (stacks of cleaned bricks shall be measured):
15.8.1 From brick work in mud mortar 1000 Nos 3354.55 2770.95
15.8.2 From brick work in lime mortar 1000 Nos 3886.35 3250.25
15.8.3 From brick work in cement mortar 1000 Nos 4880.9 4108.85
Demolishing stone rubble masonry manually/ by mechanical means including
stacking of serviceable material and disposal of unserviceable material within 50
15.9 metres lead as per direction of Engineer-in-charge :
15.9.1 In lime mortar cum 826.45 671.45
15.9.2 In cement mortar cum 1754.3 1425.1

Dismantling dressed stone work ashlar face stone work, marble work or precast
concrete work manually/ by mechanical means including stacking of serviceable and
disposal of unserviceable material within 50 metres lead as per direction of
15.10 Engineer-in-charge :
15.10.1 In lime mortar cum 1045.05 849.1
15.10.2 In cement mortar cum 2052.9 1667.6
Removing mortar from and cleaning stones and concrete articles (net quantity of
15.11 stacks of cleaned materials will be measured):
15.11.1 In lime mortar cum 345.45 286.4
15.11.2 In cement mortar cum 495.8 408.6
Dismantling doors, windows and clerestory windows (steel or wood) shutter
including chowkhats, architrave, holdfasts etc. complete and stacking within 50
15.12 metres lead :
15.12.1 Of area 3 sq. metres and below each 274.5 240.5
15.12.2 Of area beyond 3 sq. metres each 375.65 328.65
Taking out doors, windows and clerestory window shutters (steel or wood) including
15.13 stacking within 50 metres lead :
15.13.1 Of area 3 sq. metres and below each 106.55 92.4
15.13.2 Of area beyond 3 sq. metres each 140.7 122.5

Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span
15.14 and 5 metres height including stacking the material within 50 metres lead :
15.14.1 Of sectional area 40 square centimetres and above cum 3345.9 2951.1
15.14.2 Of sectional area below 40 square centimetres metre 13.4 11.8
Extra for dismantling trusses, rafters, purlins etc. of wood work for every additional
15.15 span of one metre or part thereof beyond 10 metres :
15.15.1 Of sectional area 40 square centimetres and above cum per metr 441.5 383.75
15.15.2 Of sectional area below 40 square centimetres metre per met 1.25 1.1
Extra for dismantling trusses, rafters, purlins etc. of wood work for every additional
15.16 height of one metre or part thereof beyond 5 metres :
15.16.1 Of sectional area 40 square centimetres and above cum per metr 636.25 547.7
15.16.2 Of sectional area below 40 square centimetres metre per met 2.5 2.15
Dismantling steel work in single sections including dismembering and stacking
15.17 within 50 metres lead in:
15.17.1 R.S. Joists kg 2.45 2.1
15.17.2 Channels, angles, tees and flats kg 1.7 1.45
Dismantling steel work in built up sections in angles, tees, flats and channels
including all gusset plates, bolts, nuts, cutting rivets, welding etc. including
15.18 dismembering and stacking within 50 metres lead. kg 4.15 3.6
Dismantling steel work manually/ by mechanical means in built up sections without
dismembering and stacking within 50 metres lead as per direction of Engineer-in-
15.19 charge. kg 2.75 2.3
Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional
15.20 span of one metre or part thereof beyond 10 metres kg per metre 0.6 0.5
Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional
15.21 height of one metre or part thereof beyond 5 metres. kg per metre 0.6 0.5
15.22 Extra for marking of structural steel work required to be re-erected. kg 3.45 3.2
Dismantling tile work in floors and roofs laid in cement mortar including stacking
15.23 material within 50 metres lead.
15.23.1 For thickness of tiles 10 mm to 25 mm sqm 54.85 48.05
15.23.2 For thickness of tiles above 25 mm and up to 40 mm sqm 85.7 76.45

Demolishing dry brick pitching in floors, drains etc. including stacking of

15.24 serviceable material and disposal of unserviceable material within 50 metres lead : cum 940.5 764.2

Dismantling stone slab flooring laid in cement mortar including stacking of

15.25 serviceable material and disposal of unserviceable material within 50 metres lead. sqm 190.3 154.65

Demolishing brick tile covering in terracing including stacking of serviceable

15.26 material and disposal of unserviceable material within 50 metres lead. sqm 79.6 70.95
Demolishing mud phaska in terracing and disposal of material within 50 metres
15.27 lead. cum 652.3 529.9
Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the
15.28 material within 50 metres lead of:
15.28.1 G.S. Sheet sqm 121.9 104.9
15.28.2 Asbestos Cement sheet sqm 56.9 48.65

Dismantling stone slab roofing over wooden karries or R.C.C. battens (dismantling
karries and battens to be paid for separately), including stacking of serviceable
15.29 material and disposal of unserviceable material within 50 metres lead. cum 1902.9 1546.6
 Dismantling jack arch roofing and floors including stacking of serviceable material
15.30 and disposal of unserviceable material within 50 metres lead. sqm 181.35 147.4

Dismantling tiled roofing with battens, boarding etc. complete including stacking of
15.31 serviceable material and disposal of unserviceable material within 50 metres lead. sqm 150 121.9
Demolishing thatch roofing including mats, bamboo, jaffari etc. complete including
stacking of serviceable material and disposal of unserviceable material within 50
15.32 metres lead. sqm 41.3 33.6
Dismantling wooden ballies in posts and struts including stacking within 50metres
15.33 lead. metre 14.95 12.15

Dismantling and stacking within 50 metres lead, fencing posts or struts including all
15.34 earth work and dismantling of concrete etc. in base of:
15.34.1 T' or 'L' iron or pipe each 170.25 140.5
15.34.2 R.C.C. each 182.6 151.95

Cutting ballies or wooden posts of fencing at the point of projection above the
15.35 concrete or ground and stacking the same within 50 metres lead. each 11.15 9.65
Dismantling barbed wire or flexible wire rope in fencing including making rolls and
15.36 stacking within 50 metres lead. kg 26.25 21.35
Dismantling wooden trellis work excluding frames but including stacking the
15.37 serviceable material within 50 metres lead. sqm 47.15 39.5

Dismantling expanded metal or I.R.C. fabrics with necessary battens and beading
15.38 including stacking the serviceable material within 50 metres lead. sqm 55 45.9

Dismantling wooden boardings in lining of walls and partitions, excluding

15.39 supporting members but including stacking within 50 metres lead :
15.39.1 Up to 10 mm thick sqm 44.9 38.3
15.39.2 Thickness above 10 mm up to 25 mm sqm 57.3 48.95
15.39.3 Thickness above 25 mm up to 40 mm sqm 66.55 56.55
Dismantling precast concrete or stone slabs in walls, partition walls etc. including
15.40 stacking within 50 metres lead :
15.40.1 Thickness up to 40 mm sqm 208.4 171.75
15.40.2 Thickness above 40 mm up to 75 mm sqm 312.25 257.35
Dismantling cement asbestos or other hard board ceiling or partition walls including
stacking of serviceable materials and disposal of unserviceable materials within 50
15.41 metres lead. sqm 42 36.5
Dismantling C.I. or asbestos rain water pipe with fittings and clamps including
15.42 stacking the material within 50 metres lead :
15.42.1 75 to 80 mm dia pipe metre 54 43.85
15.42.2 100 mm dia pipe metre 55.65 45.25
15.42.3 150 mm dia pipe metre 57.3 46.55
Dismantling manually/ by mechanical means including stacking of serviceable
material and disposal of unserviceable material within 50 metres lead as per
15.43 direction of Engineer-in-charge :
15.43.1 Water bound macadam road sqm 156 127.05
15.43.2 bituminous road sqm 306.65 249.45

Dismantling G.I. pipes (external work) including excavation and refilling trenches
after taking out the pipes, manually/ by mechanical means including stacking of
15.44 pipes within 50 metres lead as per direction of Engineer-in-charge :
15.44.1 15 mm to 40 mm nominal bore metre 108.15 88.35
15.44.2 Above 40 mm nominal bore metre 117.75 96.7
 Dismantling C.I. pipes including excavation and refilling trenches after taking out
the pipes, manually/ by mechanical means breaking lead caulked joints, melting of
lead and making into blocks including stacking of pipes & lead at site within 50
15.45 metre lead as per direction of Engineer-in-charge:
15.45.1 Up to 150 mm diameter metre 299.05 249.95
15.45.2 Above 150 mm dia up to 300 mm dia metre 395.1 330.9
15.45.3 Above 300 mm diameter metre 515.45 432.4

Dismantling steel cylinder R.C. pipes including excavation and refilling trenches
after taking out the pipes, manually/ by mechanical means breaking lead caulked
joints, melting of lead and making into blocks including stacking of pipes & lead at
15.46 site within 50 metres lead as per direction of Engineer-in-charge :
15.46.1 Up to 600 mm diameter metre 506.25 420
15.46.2 Above 600 mm diameter metre 1281.7 1074.7

Dismantling asbestos cement pressure pipes including excavation and refilling

trenches after taking out the pipes manually/ by mechanical means and stacking the
15.47 pipes within 50 metres lead as per direction of Engineer-in-charge :
15.47.1 Up to 150 mm diameter metre 236.9 192.65
15.47.2 Above 150 mm diameter metre 287.5 233.8

Taking out C.I. cover with frame from R.C.C. top slab of manholes of various sizes
including demolishing of R.C.C. work manually/ by mechanical means and stacking
of useful materials near the site and disposal of unserviceable materials within 50
15.48 metres lead as per direction of Engineer-in-charge. each 500.4 407.65

Taking out C.I. cover with frame from R.C.C. top slab of inspection chambers of
various sizes including demolishing of R.C.C. work manually/ by mechanical means
and stacking of useful materials near the site and disposal of unserviceable materials
15.49 within 50 metres lead as per direction of Engineer-in-charge. each 292.25 238.2

Dismantling of R.C.C. spun vent shaft including excavating the cement concrete pit
completely, taking out the shaft, refilling the excavated gap, stacking the useful
15.50 materials near the site and disposal of unserviceable materials within 50 metres lead. each 3353.9 2856.8

Dismantling of road gully chamber of various sizes including C.I. grating with frame
including stacking of useful materials near the site and disposal of unserviceable
15.51 materials within 50 metres lead including refilling the excavated gap. each 686.7 558.95
Dismantling of flushing cistern of all types (C.I./PVC/Vitrious China) including
stacking of useful materials near the site and disposal of unserviceable materials
15.52 within 50 metres lead. each 668.15 595.15
Dismantling of C.I. sluice valve including stacking of useful materials within a lead
15.53 of 50 metres
15.53.1 Up to 150 mm diameter each 239.05 212.05
15.53.2 Above 150 mm diameter each 878.7 780.65
Dismantling of spindle fire hydrant including stacking of useful materials within 50
15.54 metres lead. each 537.6 478.05
Dismantling of cement concrete platform along with curtain walls and base concrete
etc. including stacking of useful materials near the site and disposal of unserviceable
15.55 materials within 50 metres lead :
15.55.1 120 x 120 cm (outside to outside) each 787.7 639.95
15.55.2 210 x 120 cm (outside to outside) each 1208.25 981.6
15.55.3 320 x 120 cm (outside to outside) each 1710.2 1389.3

Dismantling old plaster or skirting raking out joints and cleaning the surface for
15.56 plaster including disposal of rubbish to the dumping ground within 50 metres lead. sqm 39 31.95
 Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false
ceiling including disposal of unserviceable material and stacking of serviceable
15.57 material with in 50 meters lead as directed by Engineer-in-charge. sqm 42 36.5

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

locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking
serviceable and unserviceable material separately including cutting reinforcement
15.58 bars. cum 2130 1826.8
Dismantling of flexible pavement (bituminous courses) by mechanical means and
disposal of dismantled material up to a lead of 1 kilometre, as per direction of
15.59 Engineer-in-charge. cum 321.25 258.5

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

materials by mechanical means, including loading, transporting, unloading to
approved municipal dumping ground or as approved by Engineer-in-charge, beyond
15.60 50 m initial lead, for all leads including all lifts involved. cum 138.85 0
16 ROAD WORK

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne
capacity after excavating earth to an average of 22.5 cm depth, dressing to camber
and consolidating with road roller including making good the undulations etc. and
16.1 re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. sqm 156.75 128.25

Extra for compaction of earth work in embankment under optimum moisture

16.2 conditions to give at least 95% of the maximum dry density (proctor density). cum 18.2 15.65
16.3 Supplying and stacking at site.
16.3.1 90 mm to 45 mm size stone aggregate cum 1840.05 1429.5
16.3.2 63 mm to 45 mm size stone aggregate cum 1535.65 1307.95
16.3.3 53 mm to 22.4 mm size stone aggregate cum 1749.75 1402.5
16.3.4 Over burnt (Jhama) brick aggregate 120 mm to 40 mm cum 819.85 642.3
16.3.5 Over burnt (Jhama) brick aggregate 90 mm to 45 mm cum 793.1 686.45
16.3.6 Stone screening 13.2 mm nominal size (Type A) cum 1727.65 1351.4
16.3.7 Stone screening 11.2 mm nominal size (Type B) cum 1978.5 1407.85
16.3.8 Red bajri cum 1476.8 1161.5
16.3.9 Good earth cum 483.9 251.55
16.3.10 Moorum cum 807.8 549.4

Laying, spreading and compacting stone aggregate of specified sizes to WBM

specifications in uniform thickness, hand picking, rolling with 3 wheeled
road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber,
applying and brooming requisite type of screening / binding material to fill up
16.4 interstices of coarse aggregate, watering and compacting to the required density . cum 767.25 640.55

Laying water bound macadam sub-base with brick aggregate and binding material,
earth etc. including screening, sorting and spreading to template and consolidation
with light power road-roller etc. complete.(payment for brick aggregate and moorum
16.5 etc. to be made separately)
16.5.1 Over burnt (Jhama) brick aggregate 120 mm to 40 mm cum 630.35 519.9
16.5.2 Over burnt (Jhama) brick aggregate 90 mm to 45 mm cum 630.35 519.9
Supplying, stacking and Spreading 6 mm thick red bajri, watering and rolling
16.6 complete including preparation of the surface and rolling.
16.6.1 With road roller/ hand roller sqm 19.9 16.25
Brick edging in full brick width and half brick depth including excavation, refilling
16.7 and disposal of surplus earth lead upto 50 metres.

16.7.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 metre 167.8 161.05
 Brick edging laid lengthwise with half brick depth including excavation, refilling
16.8 and disposal of surplus earth lead upto 50 metres :

16.8.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 metre 46.75 45.1
Scarifying metalled (water-bound) road surface including disposal of rubbish, lead
upto 50 m and consolidation of the aggregate received from scarifying with power
16.9 road roller of 8 to 10 tonne capacity. sqm 24.55 20.25

Making bajri path including preparation of subgrade, supplying and laying brick
aggregate of 50 mm nominal size 7.5 cm deep with blinding material consisting of
16.10 12 mm moorum and 12 mm red bajri consolidated with road roller. sqm 172.45 136.65
Dry stone pitching 22.5 cm thick including supply of stones and preparing surface
16.11 complete. sqm 730.2 588.75
Dry brick pitching half brick thick in drains including supply of bricks and preparing
16.12 the surface complete :

16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 sqm 568.7 551.05

Cutting road and making good the same including supply of extra quantities of
16.13 materials i.e. aggregate, moorum screening, red bajri and labour required.
16.13.1 bituminous portion cum 3677.15 3043
16.13.2 Water bound macadam cum 2275.95 1856
Cutting bajri paths and making good the same including supply of extra quantities of
16.14 brick aggregate, moorum and red bajri required. sqm 212.25 170.65
16.15 Supplying at site :

R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarsesand :
3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar
nibs wherever required as per direction of Engineer-in- charge (cost of earth works
16.15.1 in excavation, concrete works in foundation to be paid separately). cum 26754.35 23738.1
Welded steel wire fabric of required width having rectangular mesh painted with
two or more coats of enamel paint of approved shade over a coat of primer (Priming
16.15.2 & Painting to be paid for separately). kg 74.35 66.4

16.16 Supplying and fixing turn buckles and straining bolts for barbed wire fencing. each set 238.65 213.65

Fencing with R.C.C. post placed at required distance, embedded in cement concrete
blocks, every 15th post, last but one end post and corner post shall be strutted on
both sides and end post one side only, provided with horizontal lines and two
diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the
two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire
tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth
work and concrete to be paid for separately) :- Payment to be made per metre cost of
16.17 total length of barbed wire used.
16.17.1 With G.I. barbed wire metre 12 10.75

Fencing with angle iron post placed at required distance embedded in cement
concrete blocks, every 15th post, last but one end post and corner post shall be
strutted on both sides and end post on one side only and provided with horizontal
lines and two diagonals interwoven with horizontal wires, of barbed wire weighing
9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I.
staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete
work to be paid for separately). Payment to be made per metre cost of total length of
16.18 barbed wire used.
16.18.1 With G.I. barbed wire metre 19.05 17.1
 Supplying at site Angle iron post & strut of required size including bottom to be
split and bent at right angle in opposite direction for 10 cm length and drilling holes
16.19 upto 10 mm dia. etc. complete. kg 92.4 91.65

Welded steel wire fabric fencing with posts of specified material and of standard
design placed and embedded in cement concrete blocks 45x45x 60 cm of mix 1:5:10
(1 cement:5 fine sand : 10 graded stone aggregate 40 mm nominal size), every 15th
post, last but one end post and corner post shall be strutted on both sides and end
post on one side only and struts embedded in cement concrete blocks 70x45x50 cm
of the same mix, provided with welded steel wire 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, welded steel wire fabric, painting, earth work in
16.20 excavation and concrete to be paid for separately). sqm 51 47.3
16.21 Engraving letters in hard stone per cm height 8.2 8.25
Providing and fixing 15x15x90 cm boundary stone of hard stone with top 30 cm
chisel dressed on all four sides including top (cost of excavation, refilling and
16.22 concrete etc. to be paid for separately). each 207.75 175.35

Providing and fixing 15 cm dia at top, 20 cm at bottom and 90 cm high precast

reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone
aggregate 20 mm nominal size) boundary stone as per standard design, including
finishing smooth with cement mortar 1:3 (1 cement : 3 fine sand) (cost of
16.23 excavation, refilling and concreting to be paid for separately). each 663.55 588.05

Providing and fixing precast reinforced cement concrete 1:1.5:3 (1 cement : 1.5
coarse sand : 3 graded stone aggregate 20 mm nominal size) kilometre stone as per
standard design, including finishing smooth in 1:3 cement mortar (1 cement : 3 fine
sand) but excluding the cost of earth work, concrete in foundation, painting and
16.24 lettering etc. which shall be paid for separately.
16.24.1 35x111x25 cm size each 2308.5 2108.4
16.24.2 50x152.5x25 cm size each 4211.25 3842.5
16.24.3 35x93.5x18 cm size each 1546 1416

Surface dressing on new surface with paving bitumen of grade VG - 10 of approved

quality using 2.25 kg of bitumen per sqm with 1.65 cum of stone chippings 13.2 mm
nominal size per 100 sqm of road surface, including consolidation with road roller of
16.25 6 to 8 tonne capacity etc. complete: sqm 167.25 148.25

Surface dressing on new surface in two coats with bitumen of grade VG -10 of
approved quality using 1.8 kg of bitumen per sqm with 1.5 cum of stone chippings
13.2 mm nominal size per 100 sqm of road surface for first coat and 1.1 kg. of
bitumen per sqm with 1.00 cu. metre of stone chippings 11.2 mm nominal size per
100 sqm of road surface for second coat, including consolidation of each coat
16.26 separately with road roller of 6 to 8 tonne capacity etc. complete. sqm 232.05 204.7

Surface dressing on old surface with hot bitumen of grade VG - 10 of approved

quality using 1.95 kg of bitumen per sqm with 1.50 cum of stone chippings 11.2 mm
nominal size per 100 sqm of road surface, including consolidation with road roller of
16.27 6 to 8 tonne capacity, etc. complete. sqm 130.4 116.65

Surface dressing one coat on new surface with bitumen of specified grade at a rate
of 1.95 kg/sqm of surface area with 1.5 cum of stone chippings 13.2 mm nominal
size per 100 sqm of road surface, including consolidation with road roller of 6 to 8
16.28 tonne capacity , etc. complete :
Using bitumen emulsion (minimum 50% bitumen content- RS grade conforming to
16.28.1 IS : 8887) sqm 157.95 134.6
 Surface dressing one coat on old surface with bitumen of specified grade at the rate
of 1.22 kg/ sqm of surface area with 1.10 cum of stone chippings 11.2 mm nominal
size per 100 sqm of road surface, including consolidation with road roller of 6 to 8
16.29 tonne capacity etc. complete :
Using bitumen emulsion (minimum 50% bitumen content- RS grade conforming to
16.29.1 IS : 8887) sqm 100 85.1

Providing and applying tack coat using hot straight run bitumen of grade VG - 10,
including heating the bitumen, spraying the bitumen with mechanically operated
spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface
16.30 as per specifications :
16.30.1 On W.B.M. @ 0.75 Kg / sqm sqm 42.05 35.9
16.30.2 On bituminous surface @ 0.50 Kg / sqm sqm 33.65 28.5
Providing and applying tack coat using bitumen emulsion conforming to IS:8887,
using emulsion pressure distributer including preparing the surface & cleaning with
16.31 mechanical broom.
16.31.1 With rapid setting bitumen emulsion
16.31.1.1 On W.B.M / W.M.M. @ 0.4kg/sqm sqm 11.85 9.95
16.31.1.2 On bituminous surface @ 0.25kg/sqm sqm 8.05 6.75
16.31.2 With medium setting bitumen emulsion
16.31.2.1 On W.B.M / W.M.M. @ 0.4kg/sqm sqm 16.65 14.05
16.31.2.2 On bituminous surface @ 0.25kg/sqm sqm 11 9.3

2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2
mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot
bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively,
including a tack coat with hot straight run bitumen, including consolidation with
road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for
16.32 separately).
With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate
16.32.1 of 70 grams per kg of asphalt sqm 173.05 144.85
16.32.2 With paving Asphalt grade VG - 30 with no solvent sqm 199.65 164.35

16.32.3 With Refinery Modified Bitumen CRMB 55 conforming to IRC: SP: 53 sqm 184.6 150.95

2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of
13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot
bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively,
including a tack coat with hot straight run bitumen, including consolidation with
road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for
16.33 separately).
With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate
16.33.1 of 70 grams per kg of asphalt sqm 207.75 173.9
16.33.2 With paving Asphalt grade VG - 30 with no solvent sqm 241 198.3

16.33.3 With Refinery Modified Bitumen CRMB 55 conforming to IRC: SP: 53 sqm 222.2 181.55

2 cm premix carpet surfacing with 2.4 cum of stone chippings 11.2 mm nominal size
per 100 sqm and bitumen emulsion (medium setting min. 65% bitumen content)
complying with IS : 8887, using 96 kg per cum of chippings, including
16.34 consolidation with road roller of 6 to 9 tonne capacity etc. complete. sqm 164.25 136.15

2.5 cm premix carpet surfacing with 3 cum of stone chippings 10 mm nominal size
per 100 sqm and bitumen emulsion (medium setting min. 65% bitumen contents)
complying with IS : 8887, using 96 kg per cum of chippings of road surface,
16.35 including consolidation with road roller etc complete . sqm 198.35 164.25
 Providing and laying Bitumen Penetration Macadam with hard stone aggregate of
quality, size and grading as specified, with bitumen of suitable penetration grade,
including required key aggregate as specified, spreading coarse aggregate with the
help of self propelled/ tipper tail mounted aggregate spreader and applying bitumen
by a pressure distributor and then spreading key aggregate with the help of
aggregate spreader complete, including consolidation with road roller of minimum 8
to 10 tonne capacity to achieve specified values of compaction and surface
16.36 accuracy :

For 50mm compacted thickness using coarse aggregate of size 50-20 mm graded @
0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10
16.36.1 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm. sqm 390.15 326.95

For 75 mm compacted thickness in two layers using stone aggregate of size 63-41
mm graded @ 0.90 cum per 10 sqm key aggregate of size 20.0 mm graded @ 0.18
16.36.2 cum per 10 sqm. With paving asphalt grade VG - 10 @ 68 kg/10 sqm. sqm 572.35 483.65

Providing and laying bitumen mastic wearing course (as per specifications) with
industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic
cooker and laid to required level and slope, including providing antiskid surface
with bitumen precoated fine grained hard stone chipping of approved size at the rate
of 0.005 cum per 10 sqm and at approximate spacing of 10 cm centre to centre in
both directions, pressed into surface protruding 1 mm to 4 mm over mastic surface,
including cleaning the surface, removal of debris etc. all complete. (Considering
16.37 bitumen using 10.2% as per MORTH specification).
16.37.1 25 mm thick sqm 671.85 597.2
16.37.2 40 mm thick sqm 1074.95 955.55

2.5 cm thick bitumastic sheet with hot bitumen of approved quality, using stone
chippings (60% with 12.5 mm nominal size and 40% with 10 mm nominal size) @
1.65 cum per 100 sqm and coarse sand @ 1.65 cum per 100 sqm of road surface and
with bitumen @ 56 kg/cum of stone chippings and @ 128 kg/cum of sand over a
tack coat with hot straight run bitumen, including consolidation with road roller of 8
16.38 to 10 tonne etc. complete. (tack coat to be paid separately) :
With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate
16.38.1 of 70 grams per kg of asphalt sqm 261.45 218.35
16.38.2 With paving Asphalt grade VG - 30 sqm 317.45 259.45

16.38.3 With Refinery Modified Bitumen CRMB 55 conforming to IRC: SP : 53 sqm 285.75 231.25

4 cm thick bitumastic sheet with hot bitumen of approved quality, using stone
chippings (60% with 12.5 mm nominal size and 40% with 10 mm nominal size) @
2.60 cum per 100 sqm and coarse sand @ 2.60 cum per 100 sqm of road surface and
with bitumen @ 56 kg/cum of stone chippings and @ 128 kg/cum of sand over a
tack coat with hot straight run bitumen, including consolidation with road roller of 8
16.39 to 10 tonne etc. complete. (tack coat to be paid separately) :
With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate
16.39.1 of 70 grams per kg of asphalt sqm 393 328.35
16.39.2 With paving asphalt grade VG - 30 with no solvent sqm 481.55 393.3

16.39.3 With Refinery Modified Bitumen CRMB 55 conforming to IRC: SP : 53 sqm 431.45 348.75

Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and
retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG -
10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm
16.40 of road surface, including rolling and finishing with road roller all complete. sqm 73.7 61.05
 Providing and laying seal coat over prepared surface of road with bitumen heated in
bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG
- 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size (Passing
11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface,
16.41 including rolling and finishing with power road roller all complete. sqm 99.15 82.65

Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm

nominal size) in pavements, laid to required slope and camber in panels as required
16.42 including consolidation finishing and tamping complete. cum 6840.85 5934.15

Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi
tracks/ runways, using cement content as per design mix, using coarse sand and
graded stone aggregate of 40 mm nominal size in appropriate proportions as per
approved & specified design criteria, providing dowel bars with sleeve/ tie bars
wherever required, laying at site, spreading and compacting mechanically by using
needle and surface vibrators, levelling to required slope/ camber, finishing with
required texture, including steel form work with sturdy M.S. channel sections,
curing, making provision for contraction/ expansion, construction & longitudinal
joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling
joints with approved joint filler and sealants, complete all as per direction of
Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to
be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum.
16.43 Excess/ less cement used as per design mix is payable/ recoverable separately.
16.43.1 Cement concrete prepared with batch mixing machine cum 8752.35 7637.75
Cement concrete manufactured in automatic batching plant (RMC plant) i/c
16.43.2 transportation to site in transit mixer cum 9153.75 8067.5
Extra for providing and mixing hardening compound of approved quality as per
16.44 manufacturer's specification in cement concrete. litre 50.85 41.8

16.45 Providing and fixing in position pre-moulded joint filler in expansion joints. per cm depth 3.1 2.65
Providing and laying in position bitumen hot sealing compound for expansion joints
16.46 etc.
16.46.1 Using grade 'A' sealing compound. per cm depth 3.3 2.9

Painting runway/taxi track/apron marking with adequate nos of coats to give

uniform finish with road marking paint of superior make as approved by the
Engineer-in-charge, i/c cleaning the surface of ail dirt, scales, oil, grease and other
16.47 foreign material etc. and lining out complete.
16.47.1 New work (Two or more coats) sqm 150.85 130.6
16.47.2 Old work (One or more coats) sqm 96.4 83.55

Painting road surface marking with adequate nos of coats to give uniform finish with
ready mixed road marking paint conforming to IS : 164, on bituminous surface in
white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and
16.48 foreign material etc. complete.
16.48.1 New work (Two or more coats) sqm 215.95 183.85
16.48.2 Old work (One or more coats) sqm 141.7 120.6

Making bell mouth opening/ entrance of size 100x50x50 cm for drainage pipe under
footpath, including providing cement concrete 1:3:6 (1 cement : 3 coarse sand : 6
graded stone aggregate 20 mm nominal size) for shape of bell mouth, including
plastering providing and fixing precast R.C.C./ S.F.R.C. slab including plastering
with cement mortar 1:3 (1 cement : 3 fine sand) of 6 mm thickness on exposed
surface of the slab & bell mouth including centring, shuttering & neat cement
16.49 punning inside the bell mouth etc. all complete. each 2481.6 2170.8
 Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall
be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene)
or ABS having electronically welded micro- prismatic lens with abrasion resistant
coating as approved by Engineer in charge. The glow stud shall support a load of
13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective
surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at
least 12 cm of reflective area up each side. The luminance intensity should be as per
the specification and shall be tested as described in ASTM I: 809 as recommended
in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the
adhesive conforming to IS, as per procedure recommended by the manufacturer
16.50 complete and as per direction of Engineer-in-charge. each 196.4 149.2

Preparation of sub-base road pavement with commercial dry lime (slaked), fly ash
stabilised soil with a mix of 3% lime, 12% fly ash and 85% local suitable soil by
weight, so as to achieve minimum field C.B.R. of 20, including mixing, rolling with
16.51 road roller curing etc. all complete.
16.51.1 Minimum thickness 15 cm cum 1111.05 787.05

Providing and fixing precast lime fly ash concrete blocks 1:2:3:6 (1 lime: 2 fly ash :
3 coarse sand : 6 graded stone aggregate 20 mm nominal size), including finishing
with 10mm thick cement mortar 1:3 (1 cement : 3 coarse sand) in foot paths,
including preparation of sub grade with a hand rammer, laying 10 mm thick leveling
16.52 course of fine sand (jamuna sand) and filling the joints with fine sand. cum 10802.45 9105.4

Providing and fixing concertina coil fencing with punched tape concertina coil 600
mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6
metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed
2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied
with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I.
barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge,
with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile
strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre
16.53 (cost of M.S. angle, C.C. blocks shall be paid separately) metre 290.8 260.55

Providing and laying Dense Graded Bituminous Macadam using crushed stone
aggregates of specified grading, premixed with bituminous binder and filler,
transporting the hot mix to work site by tippers, laying with paver finisher equiped
with electronic sensor to the required grade, level and alignment and rolling with
smooth wheeled, vibratory and tandem rollers as per specifications to achieve the
desired compaction and density, complete as per specificatons and directions of
16.54 Engineer-in-Charge.

50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5%

(percentage by weight of total mix) and lime filler @ 2% (percentage by weight of
16.54.1 Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. cum 10064.25 8216.55

50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5%

(percentage by weight of total mix) and lime filler @ 2% (percentage by weight of
16.54.2 Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. cum 9981.9 8145.1

Providing and laying bituminous macadam using crushed stone aggregates of

specified grading premixed with bituminous binder, transported to site by tippers,
laid over a previously prepared surface with paver finisher equiped with electronic
sensor to the required grade, level and alignment and rolling with smooth wheeled,
vibratory and tandem rollers as per specifications to achieve the desired compaction
16.55 and density, complete as per specificatons and directions of Engineer-in-Charge.
 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50%
(percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-
16.55.1 120 TPH capacity. cum 7743.55 6319.05
50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50%
(percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-
16.55.2 90 TPH capacity. cum 7665.25 6251.05

Providing and laying semi- dense Bituminous concrete using crushed stone
aggregates of specified grading, premixed with bituminous binder and filler,
transporting the hot mix to work site by tippers, laying with paver finisher equiped
with electronic sensor to the required grade, level and alignment and rolling with
smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and
16.56 density as per specification, complete and as per directions of Engineer-in-Charge.

25 mm compacted thickness with bitumen of grade VG-30 @ 5% (percentage by

weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate)
16.56.1 prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. sqm 250.75 205.3

25 mm compacted thickness with bitumen of grade VG-30 @ 5% (percentage by

weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate)
16.56.2 prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. sqm 248.7 203.5

Providing and laying Bituminous concrete using crushed stone aggregates of

specified grading, premixed with bituminous binder and filler, transporting the hot
mix to work site by tippers, laying with paver finisher equiped with electronic sensor
to the required grade, level and alignment and rolling with smooth wheeled,
vibratory and tandem rollers to achieve the desired compaction and density as per
16.57 specification, complete and as per directions of Engineer-in-Charge.

40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage

by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate)
16.57.1 prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. cum 10944.65 8959.1

40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage

by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate)
and waste plastic additive @ 8% (percentage by weight of bitumen) prepared in
16.57.2 Batch Type Hot Mix Plant of 100- 120 TPH capacity. cum 11499.4 9419.4

40/50 mm compacted thickness with bitumen of grade PMB-40 @ 5.5% (percentage

by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate)
16.57.3 prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. cum 9666.9 8380.85

40/50 mm compacted thickness with bitumen of grade CRMB-60 @ 5.5%

(percentage by weight of total mix) and lime filler @ 3% (percentage by weight of
16.57.4 Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. cum 9378.4 7604.1

40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage

by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate)
16.57.5 prepared in drum Type Hot Mix Plant of 60-90 TPH capacity. cum 10860.6 8886.15

40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage

by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate)
and waste plastic additive @ 8% (percentage by weight of bitumen) prepared in
16.57.6 drum Type Hot Mix Plant of 60-90 TPH capacity. cum 11415.35 9346.45

40/50 mm compacted thickness with bitumen of grade PMB-40 @ 5.5% (percentage

by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate)
16.57.7 prepared in drum Type Hot Mix Plant of 60-90 TPH capacity. cum 9582.85 8307.9
 40/50 mm compacted thickness with bitumen of grade CRMB-60 @ 5.5%
(percentage by weight of total mix) and lime filler @ 3% (percentage by weight of
16.57.8 Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. cum 9294.35 7531.1

Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm

thick aluminium sheet, face to be fully covered with high intensity encapsulated type
heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01
in blue and silver white or other colour combination including subject matter,
message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on
substrate by an adhesive backing which shall be activated by applying heat and
pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with
suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S.
angle iron of size 25x25x3 mm along with theft resistant measures, mounted and
fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to
M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm
at the bottom end and including making holes in pipes, angles flats, providing &
fixing M.S. message plate of required size, steel work to be painted with two or
more coats of synthetic enamel paint of required shade and of approved brand &
manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee
support to be painted in black and white colours).Backside of aluminium sheet to be
painted with two or more coats of epoxy paint over and including appropriate
priming coat including all leads and lifts etc. complete as per drawing , specification
16.59 and direction of Engineer-in-charge.
Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750
16.59.1 mm each 5996.95 5568.3
Cautionary /warning sign boards of equilateral triangular shape having each side of
16.59.2 900 mm with support length of 3650 mm each 4533.85 4225.35

Manufacturing, supplying and fixing retro reflective overhead signage boards made
up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and
encapsulated lens type heat activated retro reflective sheeting conforming to type -
III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as
per IRC : 67-2001 in silver white with blue colour back ground and with high
intensity grade, pasted on substrate by pressure sensitive adhesive backing which
shall be activated by applying pressure conforming to class II of ASTM-D-4956-01
and fixing the same to the plate of structural frame work by means of suitable sized
aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the
periphery as well as in two vertical rows along with theft resistant measures,
including the cost of painting with two or more coats of epoxy paint in grey colour
on the back side of aluminium sheet including appropriate priming coat. The rate
includes the cost of rounding off the corners, lowering down the structural frame
work from the gantry, fixing and erecting the same in position all complete as per
drawings, specification and direction of the engineer-in-charge.(Structural frame
work including M.S. plate to be provided separately. Rectangular area of the sheet
16.60 only shall be measured for payment).
16.60.1 Overhead informatory road signage sqm 5284.45 4803.9
 Providing Retro-reflective regulatory sign board of size 900 mm dia meter made out
of 2 mm thick aluminium sheet, face to be fully covered with high intensity
encapsulated lens type retro -reflective sheeting as approved by Engineer-in-charge .
Letter, symbols, borders etc. will be as per IRC - 67 with required colour scheme on
the boards and with the high intensity grade A. The aluminium sheet to be riveted to
M.S. frame of angle iron of size 40x40x4 mm. The boards will be fixed to 1 No.
50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the
frame with adequate anti-theft arrangement .Sheet work to be painted with two or
more coats of synthetic enamel paint over an under coat (primer) and back side of
aluminium sheet to be painted with two or more coats of epoxy paint including
appropriate priming coat complete in all respects as per direction of Engineer-in-
16.61 charge. each 6729.9 6286.9

Providing and applying 2.5 mm thick road marking strips (retro- reflective) of
specified shade/ colour using hot thermoplastic material by fully/ semi automatic
thermoplastic paint applicator machine fitted with profile shoe, glass beads
dispenser, propane tank heater and profile shoe heater, driven by experienced
operator on road surface including cost of material, labour, T&P, cleaning the road
surface of all dirt, seals, oil, grease and foreign material etc. complete as per
16.62 direction of Engineer-in-charge and accordance with applicable specifications. sqm 607.3 536.6

Providing, laying and making kerb channel 30 cm wide and 50 mm thick with
cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm
nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed
and consolidated and grouted with fine sand, including finishing the top smooth etc.
16.63 complete and as per direction of Engineer-in-charge. sqm 483 400.55

Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm

thick nominal size including spreading, well ramming, consolidating and grouting
with jamuna sand, including finishing smooth etc. complete as per direction of
16.64 Engineer-in-charge. sqm 176.7 140.75

Providing and fixing post delineators made of ABS round body fitted with 2 nos 100
mm dia high reflective reflectors and mounted on MS pipe of 65 mm dia duly
powder coated anti-rust and anti theft steel to be installed as per direction of
16.65 Engineer-in-charge. each 714.45 659.75

Excavating holes upto 0.10 cum, including getting out the excavated soil, then
returning the soil as deported in layers not exceeding 20 cm in depth, including
consolidating and deposited layer by ramming watering etc., disposing of surplus
16.66 excavated soil as directed with in a lead of 50 mm and lift upto 1.5 m.
16.66.1 All kind of soil each 26.45 22.55

Providing and fixing at or near ground level factory made RCC pavement slab of M-
30 grade of size 450x450x50 mm, including reinforcement with 6 mm dia M.S. bars
4 nos on each side, including setting in position in footpath to the required level and
line over a bed of 20 mm average thick cement mortar 1:5 (1 cement : 5 coarse
sand), having joint thickness not more than 5mm except on curve, including filling
of joints with same cement mortar and making grooves etc. complete as per
16.67 direction of Engineer-in-charge. sqm 1264.65 1154.8

Providing and laying 60mm thick faciory made cement concrete interlocking paver
block of M -30 grade made by block making machine with strong vibratory
compaction, of approved size, design & shape, laid in required colour and pattern
over and including 50mm thick compacted bed of coarse sand, filling the joints with
16.68 line sand etc. all complete as per the direction of Engineer-in-charge. sqm 859.35 792.7
 Providing and laying at or near ground level factory made kerb stone of M-25 grade
cement concrete in position to the required line, level and curvature, jointed with
cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or
without grooves (thickness of joints except at sharp curve shall not to more than
5mm), including making drainage opening wherever required complete etc. as per
direction of Engineer-in-charge (length of finished kerb edging shall be measured
16.69 for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). cum 8376.15 7419.45

Providing and fixing G.I. chain link fabric fencing of required width in mesh size
50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as
16.70 required complete as per the direction of Engineer-in-charge.
16.70.1 Made of G.I. wire of dia 4 mm sqm 797.2 722.4
Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm
16.70.2 in required colour and shade sqm 825.3 757.75

Providing and fixing G.I. chain link fabric fencing of required width in mesh size
25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia
wire or nuts, bolts and washers as required complete as per the direction of
16.71 Engineer-in-charge. sqm 909.6 819.95

16.72 Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site. cum 966.1 706.2

Dry stone pitching 22.5 cm thick laid in courses and required profile with hammer
dressed stones having no side less than 15 cm, with minimum depth of 20 cm
including preparing the bedding surface etc. all complete. (Payment for Stone to be
16.73 made separately). sqm 487.25 429.85
75 mm thick back filling for pitching including supplying of required materials and
16.74 consolidation etc. complete with :
16.74.1 Moorum sqm 73.9 52.05
16.74.2 Stone aggregate 20 mm nominal size sqm 162.25 134.25
16.74.3 Stone aggregate 40 mm nominal size sqm 158.15 123.1

Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from
batching plant. The ready mixed concrete shall be laid and finished with screed
board vibrator , vacuum dewatering process and finally finished by floating,
brooming with wire brush etc. complete as per specifications and directions of
Engineer-in-charge. (The panel shuttering work shall be paid for separately). (Note:-
Cement content considered in this item is @ 330 kg/cum. Excess/less cement used
16.75 as per design mix is payable/ recoverable separately). cum 8663.05 7683
Deduct for using of M-20 grade concrete instead of M-25 grade concrete in C.C.
16.76 pavement. cum 188.3 189.4

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of

16.77 scarified material within all lifts and lead upto 1km (by mechanical means). sqm 4.75 4.65

Construction of granular sub-base by providing close graded Material conforming to

specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material
by tippers to work site, for all leads & lifts, spreading in uniform layers of specified
thickness with motor grader on prepared surface and compacting with vibratory
power roller to achieve the desired density, complete as per specifications and
16.78 directions of Engineer-in-Charge.
With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR
16.78.1 Value-30 cum 2517.7 1990.65
With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR
16.78.2 Value-25 cum 2637.3 2018.15
With material conforming to Grade-III (size range 26.5 mm to 0.075 mm ) having
16.78.3 CBR Value-20 cum 2474.6 1861.1
 Providing, laying, spreading and compacting graded stone aggregate (size range 53
mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing
the material with water at OMC in for all leads & lifts, laying in uniform layers with
mechanical paverfinisher in sub- base / base course on well prepared surface and
compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired
16.79 density, complete as per specifications and directions of Engineer-in-Charge. cum 2641.4 2065.9

Construction of dry lean cement concrete sub base over a prepared sub-grade with
coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not
exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation
after blending to be as per specifications, cement content not to be less than 150
Kg/cum, optimum moisture content to be determined during trial length
construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a
batching plant, transported to site, for all leads & lifts, laid with a mechanical paver,
compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as
16.80 per direction of Engineer-in- charge. cum 3881.85 3248.85

Providing and erecting 2.00 metre high temporary barricading at site; each panel of
size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube
posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet
shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall
be made so that gap of 50cm above the ground is available making overall height as
2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom
having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle
40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to
avoid from overturning by providing 250mm long expansion fasteners at both ends.
The work shall be executed as per drawing/direction of Engineer-in-Charge which
includes writing and painting, arrangement for traffic diversion such as traffic
signals during construction at site for day and night, glow lamps, reflective signs,
marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading
provided shall be retained in position at site continuously i/c shifting of barricading
from one location to another location as many times as required during the execution
of the entire work till its completion. Rate include its maintenance for damages,
painting, all incidentals, labour materials, equipments and works required to execute
the job. The barricading shall not be removed without prior approval of Engineer-in-
Charge. (Note :- One time payment shall be made for providing barricading from
start of work till completion of work i/c shifting. The barricading provided shall
16.81 remain to be the property of the contractor on completion of the work). metre 2566.7 2271.2

Taking out existing kerb stones of all types from footpath/ central verge, including
removal of mortar etc., disposal of unserviceable material to the dumping ground,
for which payment shall be made separately and stacking of serviceable material
16.82 within 50 metre lead as per direction of Engineer-in-Charge. metre 28.05 22.8

Taking out existing CC interlocking paver blocks from footpath/ central verge,
including removal of rubbish etc., disposal of unserviceable material to the dumping
ground, for which payment shall be made separately and stacking of serviceable
16.83 material within 50 metre lead as per direction of Engineer-in-Charge. sqm 94.05 76.4
 Laying old cement cocrete interlocking paver blocks of any design/ shape laid in
required line, level, curvature, colour and pattern over and including 50 mm thick
compacted bed of coarse sand, filling the joints with fine sand etc. all complete as
per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by
16.84 the department free of cost). sqm 324.2 270

Laying at or near ground level old kerb stones of all types in position to the required
line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand),
including making joints with or without grooves (thickness of joints, except at sharp
curve, shall not be more than 5 mm), including making drainage opening wherever
required etc. complete as per direction of Engineer-in-charge. (Length of finished
kerb edging shall be measured for payment). (Old kerb stones shall be supplied by
16.85 the department free of cost) metre 82.95 75.6

Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and
pre polished machine cut granite stone of required size and shape of approved shade,
colour and texture in footpath, flooring cut granite stone of required size and shape
of approved shade, colour and texture in footpath, flooring in road side plazas and
similar locations, laid over 20mm thick base of cement mortar 1:4 (1cement : 4
coarse sand) including grouting the joints with white cement mixed with matching
16.86 pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge.
16.86.1 With granite stone of area less than 0.50 sqm. sqm 3725.9 3616.1

Providing and laying gang saw cut 30 mm thick, mirror polished pre moulded and
pre polished machine cut granite stone of required size and shape of approved shade,
colour and texture in footpath, flooring in road side plazas and similar locations, laid
over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including
grouting the joints with white cement mixed with matching pigment, epoxy touch
16.87 ups etc. complete as per direction of Engineer-in-Charge.
16.87.1 With granite stone of area less than 0.50 sqm. sqm 4006.85 3745.4

Providing and laying matt finished vitrified tile of size 100x100x16mm having
water absorption less than 0.5% and conforming to IS: 15622 of approved make in
all colours and shades in out door floors such as footpath, court yard multi models
etc., laid on 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) in all
shapes & patterns including grouting the joints with white cement mixed with
16.88 matching pigments etc. complete as direction of Engineer-in-Charge. sqm 1933.75 1605.85

Providing and laying matt finished vitrified tile of size 300x300x9.8mm having with
water absorption less than 0.5% and conforming to IS: 15622 of approved make in
all colours and shades in for outdoor floors such as footpath, court yard, multi
modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4
coarse sand) in all shapes & patterns including grouting the joints with white cement
16.89 mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. sqm 1264.8 1068.05

Providing and laying tactile tile (for vision impaired persons as per standards) of
size 300x300x9.8mm having with water absorption less than 0.5% and conforming
to IS:15622 of approved make in all colours and shades in for outdoor floors such as
footpath, court yard, multi modals location etc., laid on 20mm thick base of cement
mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the
joints with white cement mixed with matching pigments etc. complete as per
16.90 direction of Engineer-in-Charge. sqm 1933.75 1486.2
 Providing and laying factory made chamfered edge Cement Concrete paver blocks
in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength,
thickness & size/ shape, made by table vibratory method using PU mould, laid in
required colour & pattern over 50mm thick compacted bed of sand, compacting and
proper embedding/laying of inter locking paver blocks into the sand bedding layer
through vibratory compaction by using plate vibrator, filling the joints with sand and
cutting of paver blocks as per required size and pattern, finishing and sweeping extra
16.91 sand. complete all as per direction of Engineer-in-Charge.
60mm thick cement concrete paver block of M-35 grade with approved colour,
16.91.1 design & pattern. sqm 884.75 742.45
80 mm thick C.C. paver block of M-30 grade with approved color design and
16.91.2 pattern. sqm 953 847.25

Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel
dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4
(1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar including
16.92 ruled pointing etc. complete as per direction of engineer-in-charge. sqm 1897.95 1557.9

Providing and placing in position 100 mm thick factory made machine batched &
machine mixed Precast RCC Rectangular Covers on drains of footpath of various
sizes, of M-25 grade cement concrete for RCC work, including cost of centering,
shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum
100mm c/c on both ways , neat cement punning on finished surface, properly
encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over
priming coat , reinforcement to be welded at edges with MS sheet and providing 2
Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site
16.93 etc. all complete as per direction of Engineer-in-Charge. sqm 2525.35 2464.55

Providing & making Gabion structure with Mechanically Woven Double Twisted
Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause
2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc
coated, Mesh wire diameter 3.0 mm, mechanically edged/selvedged with partitions
at every 1m interval and shall have minimum 10 numbers of openings per meter of
mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @
3% by weight of Gabion boxes, filled with boulders with least dimension of 200
16.94 mm, as per drawing, all complete as per direction of Engineer-in-charge. cum 3363.7 2919.1

Providing & making Gabion structure with Mechanically Woven Double Twisted
Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause
2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ± 2%)
Zinic+PVC coated, Mesh wire diameter2.7/3.7mm, mechanically edged/selvedged
with partitions at every 1m interval and shall have minimum 10 numbers of
openings per meter of mesh perpendicular to twist, tying with lacing wire of
diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with
boulders with least dimension of 200 mm, as per drawing, all complete as per
16.95 directions of Engineer-in-charge. cum 3584.45 3232.1
 Providing & making Gabion structure with Mechanically Woven Double Twisted
Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause
2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ±2%),
Zinic+10% Al alloy+PVC coated, Mesh wire diameter 2.7/3.7mm (ID/OD),
mechanically edged/selvedged with partitions at every 1m interval and shall have
minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying
with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of
Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing,
16.96 all complete as per directions of Engineer-in-charge. cum 4099.55 3500.4
17 SANITARY INSTALLATIONS

Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100
mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern,
including flush pipe, with manually controlled device (handle lever) conforming to
IS : 7231, with all fittings and fixtures complete, including cutting and making good
17.1 the walls and floors wherever required:
White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral
17.1.1 type foot rests each 5421.5 5027.15
Stainless Steel AISI-304(18/8) Orissa pattern W.C. pan of size 585x480 mm with
17.1.2 flush pipe and integrated type foot rests each 9836.7 8755.55

Providing and fixing white vitreous china pedestal type water closet (European type
W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern,
including flush pipe, with manually controlled device (handle lever), conforming to
IS : 7231, with all fittings and fixtures complete, including cutting and making good
17.2 the walls and floors wherever required :
17.2.1 W.C. pan with ISI marked white solid plastic seat and lid each 5260.95 4818.05
17.2.2 W.C. pan with ISI marked black solid plastic seat and lid each 5140.55 4718.15

Providing and fixing white vitreous china pedestal type water closet (European type)
with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush
bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with
specials of standard make and mosquito proof coupling of approved municipal
design complete, including painting of fittings and brackets, cutting and making
17.3 good the walls and floors wherever required :
17.3.1 W.C. pan with ISI marked white solid plastic seat and lid each 6685 6047.35
17.3.2 W.C. pan with ISI marked black solid plastic seat and lid each 6564.6 5947.45

Providing and fixing white vitreous china flat back or wall corner type lipped front
urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with
automatic flushing cistern with standard flush pipe and C.P. brass spreaders with
brass unions and G.I clamps complete, including painting of fittings and brackets,
17.4 cutting and making good the walls and floors wherever required :
17.4.1 One urinal basin with 5 litre white P.V.C. automatic flushing cistern each 4982.25 4504.35

17.4.2 Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern each 7677.75 7012.55

17.4.3 Range of three urinal basins with 10litre white P.V.C. automatic flushing cistern each 10605.3 9678.35

17.4.4 Range of four urinal basins with 10 litre white P.V.C. automatic flushing cistern each 14648.5 13445
 Providing and fixing white vitreous china flat back half stall urinal of size
580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard
size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with
waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in
C.P. brass, including painting of fittings and cutting and making good the walls and
17.5 floors wherever required :
17.5.1 Single half stall urinal with 5 litre P.V.C. automatic flushing cistern each 9360.6 8542

17.5.2 Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern each 14020.75 12739.75

17.5.3 Range of three half stall urinals with 10 litre P.V.C. automatic flushing cistern each 17307.55 15663.95

17.5.4 Range of four half stall urinals with 10 litre P.V.C. automatic flushing cistern each 20448.85 18497.85

Providing and fixing one piece construction white vitreous china squatting plate
with an integral longitudinal flushing pipe, white P.V.C. automatic flushing cistern,
with fittings, standard size G.I. / PVC flush pipe for back and front flush with
standard spreader pipes with fittings, G.I clamps and C.P. brass coupling complete,
including painting of fittings and cutting and making good the walls and floors etc.
17.6 wherever required :
17.6.1 Single squatting plate with 5 litre P.V.C. automatic flushing cistern each 7240.55 6514.55

17.6.2 Range of two squatting plates with 5 litre P.V.C. automatic flushing cistern each 10572.45 9519.7

17.6.3 Range of three squatting plates with 10 litre P.V.C. automatic flushing cistern each 13931.7 12533.5

17.6.4 Range of four squatting plates with 10 litre P.V.C. automatic flushing cistern each 16718.8 15094.8

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32
mm C.P. brass waste of standard pattern, including painting of fittings and brackets,
17.7 cutting and making good the walls wherever require:
White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass
17.7.1 pillar taps each 3087.7 2899.75
White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass
17.7.2 pillar tap each 2751.3 2531.85
White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass
17.7.3 pillar taps each 2846.9 2696.45
White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm
17.7.4 C.P. brass pillar tap each 2510.45 2328.6
White Vitreous China Angle back wash basin size 600 x 480 mm with single 15mm
17.7.5 C.P. brass pillar tap each 2751.3 2531.85
White Vitreous China Angle back wash basin size 400 x 400 mm with single 15 mm
17.7.6 C.P. brass pillar tap each 2349.9 2183.4
White Vitreous China Flat back wash basin size 450x 300 mm with single 15mm
17.7.7 C.P. brass pillar tap each 2196.05 2017.3

White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of
17.7.8 15 mm C.P. brass pillar taps with elbow including operated levers each 4052.35 3698.85

White Vitreous China Surgeon type wash basin of size 660x460 mm with single 15
17.7.9 mm C.P. brass pillar taps with elbow operated levers ISI Marked each 3417.55 3145.1
Stainless Steel AISI-304(18/8) Round basin 405x355 mm with single 15 mm C.P.
17.7.10 brass pillar tap each 3788.2 3432
Stainless Steel AISI-304(18/8) Wash basin 530x345 mm with single 15 mm C.P.
17.7.11 brass pillar tap each 4457.15 4012.75
 Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole
basin mixer of approved quality and make, including painting of fittings and
brackets, cutting and making good the walls wherever required:- (a) White Vitreous
17.7A China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer each 4403.8 3903.4

Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32
mm PTMT waste coupling of standard pattern, including painting of fittings and
brackets, cutting and making good the walls wherever required. White Vitreous
17.7B China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock. each 2398.7 2144.75
Providing and fixing white vitreous china pedestal for wash basin completely
17.8 recessed at the back for the reception of pipes and fittings. each 1420.15 1287.45

Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber
plug, 40 mm C.P. brass waste complete, including painting the fittings and brackets,
17.9 cutting and making good the walls wherever required:
17.9.1 White glazed fire clay kitchen sink of size 600x450x 250 mm each 3163.25 2827.45

Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983
with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and
17.10 brackets, cutting and making good the walls wherever required :
17.10.1 Kitchen sink with drain board
17.10.1.1 510x1040 mm bowl depth 250 mm each 5155.95 5123.15
17.10.1.2 510x1040 mm bowl depth 225 mm each 5851.7 5706.25
17.10.1.3 510x1040 mm bowl depth 200 mm each 5584.1 5364.75
17.10.1.4 510x1040 mm bowl depth 178 mm each 5182.7 5125.5
17.10.2 Kitchen sink without drain board
17.10.2.1 610x510 mm bowl depth 200 mm each 3631.55 3673.05
17.10.2.2 610x460 mm bowl depth 200 mm each 2828.75 2860
17.10.2.3 470x420 mm bowl depth 178 mm each 2628.1 2499.9

Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P.
brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with
necessary C.P. brass unions complete, including painting of fittings and brackets,
17.11 cutting and making good the wall wherever required :
17.11.1 Size 450x300x150 mm each 4122.55 3667.2
17.11.2 Size 600x450x200 mm each 5460.45 4828.7

Providing and fixing draining board with C.I. brackets including painting of
17.12 brackets, cutting and making good the walls wherever required :
17.12.1 White glazed fire clay draining board of size 600x450x 25 mm each 1337.8 1158.55

17.13 Providing and fixing white vitreous china water closet squatting pan (Indian type) :
17.13.1 Long pattern W.C. pan of size 580 mm each 1541.05 1418
17.13.2 Orissa pattern W.C. pan of size 580x440 mm each 2544.5 2364.6
17.14 Extra for using coloured W.C. pan instead of white W.C. pan :
17.14.1 Orissa pattern W.C. pan 580x440 mm each 842.9 377.5
Providing and fixing white vitreous china pedestal type (European type/ wash down
17.15 type) water closet pan. each 2276.95 2056.8

Extra for using coloured pedestal type W.C pan (European type) with low level
17.16 cistern of same colour instead of white vitreous china W.C pan and cistern. each 260.9 148.65
Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long
with S.S. triangular plate to Eureopean type W.C. of quality and make as approved
17.16A by Engineer - in - charge. each 297.55 258.3
 Providing and fixing a pair of white vitreous china foot rests of standard pattern for
17.17 squatting pan water closet :
17.17.1 250x130x30 mm pair 214.6 194.95
17.17.2 250x125x25 mm pair 214.6 198.45
Providing and fixing P.V.C. low level flushing cistern with manually controlled
device (handle lever) conforming to IS : 7231, with all fittings and fixtures
17.18 complete.
17.18.1 10 litre capacity - White each 999.95 880.9
17.18.2 10 litre capacity - coloured each 971.4 856.05
Providing and fixing controlled flush, low level cistern made of vitreous china with
17.19 all fittings complete.
17.19.1 10 litre (full flush) capacity-white each 1839.7 1648.2
17.19.2 10 litre (full flush) capacity-coloured each 2441.8 2170.9

17.20 Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete :
17.20.1 White solid plastic seat with lid each 571 507.3
17.20.2 Black solid plastic seat with lid each 450.6 407.45
17.20.3 Coloured (other than black & white) solid plastic seat with lid each 557.65 441.1

17.22 Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan. each 116.1 111.25
Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make
17.22A and as per the direction of Engineer-in-charge. each 883.05 766.6

Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make
17.22B as approved by Engineer in charge. (a) 15 mm nominal dia each 6113.6 5307.4

Providing and fixing white vitreous china flat back or wall corner type lipped front
17.23 urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. each 1299.75 1177.65
Providing and fixing white vitreous china squatting plate urinal with integral rim
17.24 longitudinal flush pipe. each 3207.5 2886.75
Providing and fixing white vitreous china wash basin including making all
17.25 connections but excluding the cost of fittings :
17.25.1 Flat back wash basin of size 630x450 mm each 1139.4 989.15
17.25.2 Flat back wash basin of size 550x400 mm each 898.6 785.9
17.25.3 Angle back wash basin of size 600x480 mm each 1139.4 989.15
17.25.4 Angle back wash basin of size 400x400 mm each 738.05 640.7
17.25.5 Flat back wash basin of size 450x300 mm each 584.15 474.6
17.25.6 Surgeon type wash basin of size 660x460 mm each 1507.35 1416.6
Providing and fixing kitchen sink including making all connections excluding cost
17.26 of fittings.
17.26.1 White glazed fire clay sink of size 600x450x250 mm each 1853.65 1628.95
Providing and fixing white vitreous china laboratory sink including making all
17.27 connections excluding cost of fittings :
17.27.1 Size 450x300x150 mm each 2143.95 1861.25
17.27.2 Size 600x450x200 mm each 3481.9 3022.75
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C.
17.28 waste fittings complete.
17.28.1 Semi rigid pipe
17.28.1.1 32 mm dia each 87.7 76.15
17.28.1.2 40 mm dia each 98.4 85.45
17.28.2 Flexible pipe
17.28.2.1 32 mm dia each 101.1 87.75
17.28.2.2 40 mm dia each 101.1 87.75
17.29 Providing and fixing 100 mm sand cast Iron grating for gully trap. each 44.6 38.7
 Providing and fixing in position 25 mm diameter mosquito proof coupling of
17.30 approved municipal design. each 45 39.1
Providing and fixing 600x450 mm beveled edge mirror of superior glass (of
approved quality) complete with 6 mm thick hard board ground fixed to wooden
17.31 cleats with C.P. brass screws and washers complete. each 1283.05 1182.3
Providing and fixing mirror of superior glass (of approved quality) and of required
shape and size with plastic moulded frame of approved make and shade with 6 mm
17.32 thick hard board backing :
17.32.1 Circular shape 450 mm dia each 1242 1046.4
17.32.2 Rectangular shape 453x357 mm each 1120.25 966.25
17.32.3 Oval shape 450x350 mm (outer dimensions) each 1185.6 968.4
17.32.4 Rectangular shape 1500x450 mm each 1786.55 1537.7

Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on
anodised aluminium angle frame with C.P. brass brackets and guard rail complete
17.33 fixed with 40 mm long screws, rawl plugs etc., complete. each 841.8 787.7
17.34 Providing and fixing toilet paper holder :
17.34.1 C.P. brass each 583.75 570.1
17.34.2 Vitreous china each 426.15 384.5
17.35 Providing and fixing soil, waste and vent pipes :
17.35.1 100 mm dia
17.35.1.1 Sand cast iron S&S pipe as per IS: 1729 metre 1008.2 876.65

17.35.1.2 Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 metre 1092.2 929.35
Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside
17.35.1.3 IS:15905 metre 1051.75 914.4
17.35.2 75 mm diameter :
17.35.2.1 Sand cast iron S&S pipe as per IS: 1729 metre 923.25 802.65
17.35.2.2 Centrifugally cast (spun) iron socketed pipe as per IS: 3989 metre 992.05 896.25
Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside
17.35.2.3 IS:15905 metre 859.55 747.25
Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2
17.36 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes :
17.36.1 75 mm dia pipe each 126 116.55
17.36.2 100 mm dia pipe each 148.45 137.3

Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast
iron/cast iron (spun) pipe embedded in and including cement concrete blocks
10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20
17.37 mm nominal size), including cost of cutting holes and making good the walls etc. :
17.37.1 For 100 mm dia pipe each 287.45 258.75
17.37.2 For 75 mm dia pipe each 283.4 255.25
Providing and fixing bend of required degree with access door, insertion rubber
17.38 washer 3 mm thick, bolts and nuts complete.
17.38.1 100 mm dia
17.38.1.1 Sand cast iron S&S as per IS - 1729 each 461.65 455.35
17.38.1.2 Sand cast iron S&S as per IS - 3989 each 461.65 508.8

17.38.1.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 each 548.6 476.25
17.38.2 75 mm dia
17.38.2.1 Sand cast iron S&S as per IS - 1729 each 371.4 377
17.38.2.2 Sand cast iron S&S as per IS- 3989 each 384.75 388.6

17.38.2.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 each 438.3 380.5
17.39 Providing and fixing plain bend of required degree.
17.39.1 100 mm dia
17.39.1.1 Sand cast iron S&S as per IS - 1729 each 381.35 355.45
17.39.1.2 Sand cast iron S&S as per IS : 3989 each 390.75 377.55
Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside
17.39.1.3 IS:15905 each 343.9 298.55
17.39.2 75 mm dia
17.39.2.1 Sand cast iron S&S as per IS -1729 each 309.85 269
17.39.2.2 Sand cast iron S&S as per IS - 3989 each 289.75 257.35
Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside
17.39.2.3 IS:15905 each 242.95 210.9
17.40 Providing and fixing heel rest sanitary bend
17.40.1 100 mm dia
17.40.1.1 Sand cast iron S&S as per IS - 1729 each 500.45 442.6
17.40.1.2 Sand cast iron S&S as per IS - 3989 each 432.2 379.85
17.40.2 75 mm dia
17.40.2.1 Sand cast iron S&S as per IS - 1729 each 395.45 371.2
17.40.2.2 Sand cast iron S&S as per IS - 3989 each 363.35 347.95

Providing and fixing double equal junction of required degree with access door,
17.41 insertion rubber washer 3 mm thick, bolts and nuts complete :
17.41.1 100x100x100x100 mm
17.41.1.1 Sand cast iron S&S as per IS - 1729 each 1016.55 898.75
17.41.1.2 Sand cast iron S&S as per IS - 3989 each 882.75 782.6
17.41.2 75x75x75x75 mm
17.41.2.1 Sand cast iron S&S as per IS - 1729 each 719.25 651.1
17.41.2.2 Sand cast iron S&S as per IS - 3989 each 692.5 623.25
17.42 Providing and fixing double equal plain junction of required degree.
17.42.1 100x100x100x100 mm
17.42.1.1 Sand cast iron S&S as per IS - 1729 each 825.55 743.4
17.42.1.2 Sand cast iron S&S as per IS - 3989 each 865.7 762
Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside
17.42.1.3 IS:15905 each 718.55 623.75
17.42.2 75x75x75x75 mm
17.42.2.1 Sand cast iron S&S as per IS - 1729 each 539.95 498.95
17.42.2.2 Sand cast iron S&S as per IS - 3989 each 647 569.8
Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside
17.42.2.3 IS:15905 each 396.8 344.5

Providing and fixing single equal plain junction of required degree with access door,
17.43 insertion rubber washer 3 mm thick, bolts and nuts complete.
17.43.1 100x100x100 mm
17.43.1.1 Sand cast iron S&S as per IS - 1729 each 602.15 577.3
17.43.1.2 Sand cast iron S&S as per IS - 3989 each 722.55 633.05
17.43.2 75x75x75 mm
17.43.2.1 Sand cast iron S&S as per IS - 1729 each 478.4 490.85
17.43.2.2 Sand cast iron S&S as per IS - 3989 each 549.35 495.5
17.44 Providing and fixing single equal plain junction of required degree :
17.44.1 100x100x100 mm
17.44.1.1 Sand cast iron S&S as per IS - 1729 each 517.85 498.35
17.44.1.2 Sand cast iron S&S as per IS - 3989 each 667.7 609.85
 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per
17.44.1.3 IS:15905 each 571.35 496
17.44.2 75x75x75 mm
17.44.2.1 Sand cast iron S&S as per IS - 1729 each 400.8 388.6
17.44.2.2 Sand cast iron S&S as per IS - 3989 each 470.4 430.45

17.44.2.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 each 316.55 274.8

Providing and fixing double unequal junction of required degree with access door,
17.45 insertion rubber washer 3 mm thick, bolts and nuts complete:
17.45.1 100x100x75x75 mm
17.45.1.1 Sand cast iron S&S as per IS - 1729 each 996.8 892.1
17.45.1.2 Sand cast iron S&S as per IS - 3989 each 1197.5 1094.2
17.46 Providing and fixing double unequal plain junction of required degree :
17.46.1 100x100x75x75 mm
17.46.1.1 Sand cast iron S&S as per IS - 1729 each 859 756.2
17.46.1.2 Sand cast iron S&S as per IS - 3989 each 1106.55 960.6

17.46.1.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 each 571.35 496

Providing and fixing single unequal junction of required degree with access door,
17.47 insertion rubber washer 3 mm thick, bolts and nuts complete :
17.47.1 100x100x75 mm
17.47.1.1 Sand cast iron S&S as per IS - 1729 each 796.15 717.85
17.47.1.2 Sand cast iron S&S as per IS - 3989 each 916.55 806.15
17.48 Providing and fixing single unequal plain junction of required degree :
17.48.1 100x100x75 mm
17.48.1.1 Sand cast iron S&S as per IS - 1729 each 697.1 638.85
17.48.1.2 Sand cast iron S&S as per IS - 3989 each 798.8 726

17.48.1.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 each 537.9 466.95

17.49 Providing and fixing double equal plain invert branch of required degree:
17.49.1 100x100x100x100 mm
17.49.1.1 Sand cast iron S&S as per IS - 1729 each 772.05 670.25
17.49.1.2 Sand cast iron S&S as per IS 3989 each 745.3 657.45

17.49.1.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 each 872.4 757.35
17.49.2 75x75x75x75 mm
17.49.2.1 Sand cast iron S&S as per IS - 1729 each 577.45 517.55
17.49.2.2 Sand cast iron S&S as per IS - 3989 each 597.5 545.4

17.50 Providing and fixing single equal plain invert branch of required degree :
17.50.1 100x100x100 mm
17.50.1.1 Sand cast iron S&S as per iron 1729 each 584.75 534.35
17.50.1.2 Sand cast iron S&S as per IS - 3989 each 604.8 530.85

17.50.1.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 each 557.95 484.4
17.50.2 75x75x75 mm
17.50.2.1 Sand cast iron S&S as per IS - 1729 each 453.1 429.25
17.50.2.2 Sand cast iron S&S as per IS - 3989 each 461.05 408.35

17.50.2.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 each 376.75 327.05
17.51 Providing and fixing double unequal invert branch of required degree :
17.51.1 100x100x75x75 mm
17.51.1.1 Sand cast iron S&S as per IS - 1729 each 798.8 726
17.51.1.2 Sand cast iron S&S as per IS - 3989 each 1006.2 879.3

17.52 Providing and fixing single unequal plain invert branch of required degree :
17.52.1 100x100x75 mm
17.52.1.1 Sand cast iron S&S as per IS - 1729 each 698.45 612.15
17.52.1.2 Sand cast iron S&S as per IS - 3989 each 765.35 670.25

17.52.1.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 each 611.5 530.85
17.53 Providing and fixing sand cast iron S&S off sets as per IS: 1729
17.53.1 76 mm off sets
17.53.1.1 With 75 mm dia pipe each 320.55 280.6
17.53.1.2 With 100 mm dia pipe each 514.55 443.2
17.53.2 114 mm off sets
17.53.2.1 With 75 mm dia pipe each 437.55 390.3
17.53.2.2 With 100 mm dia pipe each 548.6 484.4
17.53.3 152 mm off sets
17.53.3.1 With 75 mm dia pipe each 527 459.8
17.53.3.2 With 100 mm dia pipe each 656.75 575.95
Providing and fixing Hubless centrifugally cast iron offsets epoxy coated inside &
17.53A outside as per IS:15905
17.53A.1 65 mm offsets
17.53A.1.1 With 100 mm dia pipe each 510.55 443.2
17.53A.1.2 With 75 mm dia pipe each 423.55 367.7
17.54 Providing and fixing sand cast iron S&S off sets as per IS: 3989 :
17.54.1 75 mm off sets
17.54.1.1 With 75 mm dia pipe each 329.9 292.2
17.54.2 150 mm off sets
17.54.2.1 With 75 mm dia pipe each 424.45 384.75
17.54.2.2 With 100 mm dia pipe each 564.95 500.9
Providing and fixing Hubless centrifugally cast iron offsets epoxy coated inside &
17.54A outside as per IS:15905
17.54A.1 130 mm offsets
17.54A.1.1 With 100 mm dia each 624.85 542.45
17.54A.1.2 With 75 mm dia each 443.65 385.15
Providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts
17.55 complete :
17.55.1 100 mm
17.55.1.1 Sand cast iron S&S as per IS - 1729 each 695.8 614.5
17.55.1.2 Sand cast iron S&S as per IS - 3989 each 595.45 527.35
17.55.2 75 mm
17.55.2.1 Sand cast iron S&S as per IS - 1729 each 428.9 374.7
17.55.2.2 Sand cast iron S&S as per IS - 3989 each 444.95 392.1
17.56 Providing and fixing terminal guard :
17.56.1 100 mm
17.56.1.1 Sand cast iron S&S as per IS - 1729 each 355.95 336.9
17.56.1.2 Sand cast iron S&S as per IS - 3989 each 389.4 377.55

17.56.1.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 each 397.4 345
17.56.2 75 mm
17.56.2.1 Sand cast iron S&S as per IS - 1729 each 284.4 272.45
17.56.2.2 Sand cast iron S&S as per IS - 3989 each 309.85 269
17.57 Providing and fixing collar :
17.57.1 100 mm
17.57.1.1 Sand cast iron S&S as per IS - 1729 each 365.3 342.7
17.57.1.2 Sand cast iron S&S as per IS - 3989 each 409.45 378.7
17.57.2 75 mm
17.57.2.1 Sand cast iron S&S as per IS - 1729 each 265.7 234.15
17.57.2.2 Sand cast iron S&S as per IS - 3989 each 256.3 233

17.57A Providing and fixing shielded coupling for Hubless centrifugally cast iron pipe
17.57A.1 100 mm dia
17.57A.1.1 SS 304 grade coupling with EPDM rubber gasket each 404.1 350.8
17.57A.2 75 mm dia
17.57A.2.1 SS 304 grade coupling with EPDM rubber gasket each 363.35 315.45
Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes
17.58 and fittings of diameter :
17.58.1 100 mm each 481.45 464.85
17.58.2 75 mm each 407.9 396.1
17.58.3 50 mm each 329.5 323.75
Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast
17.59 (spun) iron pipes of diameter :
17.59.1 100 mm each 126.5 110.4
17.59.2 75 mm each 78.4 68.05
17.59.3 50 mm each 72.2 62.7
Providing and fixing trap of self cleansing design with screwed down or hinged
grating with or without vent arm complete, including cost of cutting and making
17.60 good the walls and floors :
17.60.1 100 mm inlet and 100 mm outlet
17.60.1.1 Sand cast iron S&S as per IS: 3989 each 1512.55 1364.2
17.60.1.2 Sand Cast Iron S&S as per IS: 1729 each 1273.05 1187.65

17.60.1.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 each 758.65 658.6
17.60.2 100 mm inlet and 75 mm outlet
17.60.2.1 Sand cast iron S&S as per IS - 3989 each 1579.45 1422.25
17.60.2.2 Sand Cast Iron S&S as per IS- 1729 each 1202.15 1097.05

17.60.2.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 each 551.3 478.6

Cutting chases in brick masonry walls for following diameter sand cast
iron/centrifugally cast (spun) iron pipes and making good the same with cement
concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm
nominal size), including necessary plaster and pointing in cement mortar 1:4 (1
17.61 cement : 4 coarse sand) :
17.61.1 100 mm dia metre 555.3 487.55
17.61.2 75 mm dia metre 398.7 349.8
17.61.3 50 mm dia metre 259.05 227.85

Painting C.I. cistern with bitumastic or any other anti-corrosive paint inside and
white paint over a coat of zinc chromate yellow primer (of approved quality ) on the
17.62 outside surface of the cistern, flush pipe, other fittings, etc. complete for new work. each 768.15 666.6
 Re-painting C.I. cistern with bitumastic or any other anti-corrosive paint inside and
white paint on the outside surface of the cistern, flush pipe, other fittings, etc.
complete, including polishing of wooden seat and lid and cleaning of W.C. pan with
17.63 acid wherever necessary. each 516.35 451.7

Repainting C.I. cistern with synthetic enamel paint of approved colour, brand and
17.64 manufacture on the outside surface of cistern, flush pipe, other fittings etc. complete. each 223.9 196.35

Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and
fittings with two coats of synthetic enamel paint of any colour such as chocolate
17.65 grey, or buff etc. over a coat of primer (of approved quality) for new work :
17.65.1 100 mm diameter pipe metre 64.2 56.8
17.65.2 75 mm diameter pipe metre 48.85 43.2
Repainting sand cast iron/ centrifugally cast iron (spun) iron, soil, waste, vent pipes
and fittings with one coat of synthetic enamel paint of any colour such as chocolate,
17.66 grey or buff etc :
17.66.1 100 mm diameter pipe metre 30.95 27.3
17.66.2 75 mm diameter pipe metre 23.15 20.4
17.67 Repainting bath tub of size 1700x730x430 mm with enamel paint. each 630.55 553.2

Providing and fixing vitreous china dual purpose closet suitable for use as squatting
pan or European type water closet (Anglo Indian W.C pan) with seat & lid fixed
with C.P. brass hinges and rubber buffers, 10 litre low level flushing cistern with
fitting and brackets, 40 mm flush bend, 20 mm over flow pipe, with specials of
standard make and mosquito proof coupling of approved municipal design complete,
including painting of fittings and brackets, cutting and making good the walls and
17.68 floors wherever required:

White vitreous china dual purpose WC pan with white solid plastic seat and lid with
17.68.1 white vitreous china flushing cistern and C.P. flush bend. each 10023.9 8916.9
Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved
17.69 quality and colour.
Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less
17.69.1 than 45 gms each 99.75 86.6
Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less
17.69.2 than 60 gms each 118.5 93.6
17.70 Providing and fixing PTMT Bottle Trap for Wash basin and sink.

Bottle trap 31mm single piece moulded with height of 270 mm, effective length of
tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm
17.70.1 minimum water seal, weighing not less than 260 gms each 335.25 280.6

Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of
tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm
17.70.2 minimum water seal, weighing not less than 263 gms each 348.6 280.6

Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and
112 mm distance from wall of standard shape with bracket of the same materials
17.71 with snap fittings of approved quality and colour, weighing not less than 105 gms. each 158.55 127.2

Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm
wide with minimum distances of 37 mm from wall face with concealed fittings
17.72 arrangement of approved quality and colour, weighing not less than 88 gms. each 228.2 176.05
Providing and fixing PTMT towel rail complete with brackets fixed to wooden
cleats with CP brass screws with concealed fittings arrangement of approved quality
17.73 and colour.
450 mm long towel rail with total length of 495 mm, 78 mm wide and effective
17.73.1 height of 88 mm, weighing not less than 170 gms each 555.35 476.95
 600 mm long towel rail with total length of 645 mm, width 78 mm and effective
17.73.2 height of 88 mm, weighing not less than 190 gms. each 595.5 500.2

Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of
17.74 approved quality and colour, weighing not less than 300 gms. each 642.3 508.3
Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2"
17.75 BSP thread and shapes, weighing not less than 60 gms. each 119.75 80.75

17.76 Providing and fixing PTMT urinal cock of approved quality and colour.
15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female
17.76.1 threads weighing not less than 48 gms each 164.05 130.25

Providing and fixing M.S. holder bat clamp of approved design to sand cast iron/
cast iron (spun) pipes comprising of M.S. flat brackets made of 50x5 mm flat of
specified shape, projecting 75 mm outside the wall surface and fixed on wall with
4nos, 6mm dia expansion hold fasteners, including drilling necessary holes in brick
wall/ CC/ RCC surface and the cost of bolts etc. The pipes shall be fixed to the
already fixed brackets with the help of 30 mm x1.6 mm galvanised M.S. flats of
specified shape and of total length 420 mm and shall be fixed with M.S. nuts, bolts,
17.77 & washers of size 25x6 mm, one bolts on each side of the pipe.
Total bracket length 580 mm of approved shape and design (for single 100 mm dia
17.77.1 pipe) each 247.8 220.2
Total bracket length 810 mm of approved shape and design (for two 100 mm dia
17.77.2 pipes) each 302.35 274.7
Total bracket length 1040 mm of approved shape and design (for three 100 mm dia
17.77.3 pipes) each 356.7 329.15

Providing and fixing white vitreous china extended wall mounting water closet of
size 780x370x690 mm of approved shape including providing & fixing white
vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre
(adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts
17.78 and gasket etc complete. each 13852.45 11415.9
Providing & fixing white vitreous china water less urinal of size 600 x 330 x 315
mm having antibacterial /germs free ceramic surface, fixed with cartridge having
17.79 debris catcher and hygiene seal. each 16868.15 13892.2

Providing and fixing white vitreous china battery based infrared sensor operated
urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water
(250 ml & 500 ml consumption), having water inlet from back side, including fixing
to wall with suitable brackets all as per manufacturers specification and direction of
17.80 Engineer-in-charge. each 6913.9 6053.25

Providing and fixing floor mounted, white vitreous china single piece, double traps
syphonic water closet of approved brand/make, shape, size and pattern including
integrated white vitreous china cistern of capacity 10 litres with dual flushing
system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts
and gasket etc including making connection with the existing P/S trap, complete in
17.81 all respect as per directions of Engineer-in-Charge. each 15457.95 13990.95
18 WATER SUPPLY

Providing and fixing Polyethelene-Aluminium-Polyethelene PE-AL-PE Composite

Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having
thermal stability for hot & cold water supply, capable to withstand temperature up to
80°C, including all special fittings of composite material (engineering plastic blend
and brass inserts wherever required) e.g. elbows, tees, reducers, couplers &
connectors etc., with clamps at 1.00 metre spacing. This includes testing of joints
complete as per direction of the Engineer-in-charge. INTERNAL WORK -
18.1 EXPOSED ON WALL
18.1.1 1216 (16 mm OD) pipe metre 250.4 249.3
18.1.2 1620 (20 mm OD) pipe metre 292.75 278.1
18.1.3 2025 (25 mm OD) pipe metre 362.95 365.75
18.1.4 2532 (32 mm OD) pipe metre 468.95 445.85
18.1.5 3240 (40 mm OD) pipe metre 659.55 643.8
18.1.6 4050 (50 mm OD) pipe metre 824.8 766.1

Providing and fixing Polyethelene-Aluminium- Polyethelene PE-AL-PE Composite

Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having
thermal stability for hot & cold water supply, capable to withstand temperature up to
80°C, including all special fittings of composite material (engineering plastic blend
and brass inserts wherever required) e.g. elbows, tees, reducers, couplers &
connectors etc., with clamps at 1.00 metre spacing. This includes the costs of cutting
chases and including testing of joints complete as per direction of the engineer in
18.2 charge. Concealed work, including cutting chases and making good the wall etc.
18.2.1 1216 (16 mm OD) pipe metre 441.15 424.25
18.2.2 1620 (20 mm OD) pipe metre 478.6 444.55
18.2.3 2025 (25 mm OD) pipe metre 553.5 544.15
18.2.4 2532 (32 mm OD) pipe metre 663.55 625.45

Providing and fixing Polyethelene-Aluminium- Polyethelene PE-AL-PE Composite

Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having
thermal stability for hot & cold water supply, capable to withstand temperature up to
80°C, including all special fittings of composite material (engineering plastic blend
and brass inserts wherever required) e.g. elbows, tees, reducers, couplers &
connectors etc., with trenching, refilling and testing of joints complete as per
18.3 direction of the engineer in charge. External work
18.3.1 1216 (16 mm OD) pipe metre 226.25 217.05
18.3.2 1620 (20 mm OD ) pipe metre 254.05 232.15
18.3.3 2025 (25 mm OD ) pipe metre 309.7 306.1
18.3.4 2532 (32 mm OD ) pipe metre 391.45 366.5
18.3.5 3240 (40 mm OD ) pipe metre 547.7 534.3
18.3.6 4050 (50 mm OD ) pipe metre 712.95 656.6

Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes
confirming to IS 15801, UV stabilized & anti - microbial fusion welded, having
thermal stability for hot & cold water supply, including all PP - R plain & brass
threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m
spacing. This includes testing of joints complete as per direction of Engineer-in-
18.4 Charge. Internal Exposed on walls
18.4.1 PN - 16 Pipe, 20mm OD (SDR-7.4) metre 232.35 216.15
18.4.2 PN - 16 Pipe, 25mm OD (SDR-7.4) metre 287.8 269.1
18.4.3 PN - 16 Pipe, 32mm OD (SDR-7.4) metre 344.55 306.8
18.4.4 PN - 16 Pipe, 40mm OD (SDR-7.4) metre 498.65 441.95
18.4.5 PN - 10 Pipe, 50mm OD (SDR-11) metre 638.9 566.15

Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes
confirming to IS:15801, UV stabilized & anti - microbial fusion welded, having
thermal stability for hot & cold water supply, including all PP - R plain & brass
threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m
spacing. This includes the cost of cutting chases and making good the same
including testing of joints complete as per direction of Engineer-in-Charge.
18.5 Concealed work,including cutting chases and making good the wall etc.
18.5.1 PN - 16 Pipe, 20mm OD (SDR-7.4) metre 394.85 361.2
18.5.2 PN - 16 Pipe, 25mm OD (SDR-7.4) metre 452.35 414.05
18.5.3 PN - 16 Pipe, 32mm OD (SDR-7.4) metre 511.65 450.05

Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes
confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having
thermal stability for hot & cold water supply, including all PP - R plain & brass
threaded polypropylene random fittings, including trenching, refilling & testing of
18.6 joints complete as per direction of Engineer-in-Charge. External work
18.6.1 PN - 16 Pipe, 20mm OD (SDR-7.4) metre 187.85 164.65
18.6.2 PN - 16 Pipe, 25 mm OD (SDR-7.4) metre 236.3 210.35
18.6.3 PN - 16 Pipe, 32 mm OD (SDR-7.4) metre 301.6 256.35
18.6.4 PN - 16 Pipe, 40 mm OD (SDR-7.4) metre 397.6 341.85
18.6.5 PN - 10 Pipe, 50 mm OD (SDR-11) metre 543.95 471.5
18.6.6 PN - 10 Pipe, 63 mm OD (SDR-11) metre 624.85 542.3
18.6.7 PN - 10 Pipe, 75 mm OD (SDR-11) metre 843.9 737.45
18.6.8 PN - 10 Pipe, 90 mm OD (SDR-11) metre 1187.9 1029.15
18.6.9 PN - 10 Pipe, 110 mm OD (SDR-11) metre 1650.6 1433.35
18.6.10 PN - 10 Pipe, 160 mm OD (SDR-11) metre 4457.25 3884.6
18.6A Providing and fixing PPR Unions
18.6A.1 PPR Union 20mm each 259.85 249.6
18.6A.2 PPR Union 25mm each 325.4 307.65
18.6A.3 PPR Union 32mm each 379.15 354.1
18.6A.4 PPR Union 40mm each 442.85 434.25
18.6A.5 PPR Union 50mm each 667.65 652.65
18.6A.6 PPR Union 63mm each 842.65 815.25
18.6A.7 PPR Union 75mm each 1443.9 1445.95

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal
stability for hot & cold water supply, including all CPVC plain & brass threaded
fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes
jointing of pipes & fittings with one step CPVC solvent cement and testing of joints
18.7 complete as per direction of Engineer in Charge. Internal work - Exposed on wall
18.7.1 15 mm nominal outer dia Pipes metre 241.55 217.7
18.7.2 20 mm nominal outer dia Pipes metre 306.95 278.15
18.7.3 25 mm nominal outer dia Pipes metre 369.2 350.65
18.7.4 32 mm nominal outer dia Pipes metre 480.55 426.25
18.7.5 40 mm nominal outer dia Pipes metre 648.6 572.85
18.7.6 50 mm nominal outer dia Pipes metre 903.5 791.75

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal
stability for hot & cold water supply, including all CPVC plain & brass threaded
fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of
pipes & fittings with one step CPVC solvent cement and the cost of cutting chases
and making good the same including testing of joints complete as per direction of
Engineer in Charge. Concealed work, including cutting chases and making good the
18.8 walls etc.
18.8.1 15 mm nominal dia Pipes metre 409.65 363.25
18.8.2 20 mm nominal dia Pipes metre 478.15 426.25
18.8.3 25 mm nominal dia Pipes metre 561.95 523.85
18.8.4 32 mm nominal dia Pipes metre 679.15 599.05
 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal
stability for hot & cold water supply including all CPVC plain & brass threaded
fittings This includes jointing of pipes & fittings with one step CPVC solvent
cement, trenching, refilling & testing of joints complete as per direction of Engineer
18.9 in Charge. External work
18.9.1 15 mm nominal dia Pipes metre 202.85 171.75
18.9.2 20 mm nominal dia Pipes metre 253.7 218.55
18.9.3 25 mm nominal dia Pipes metre 326.65 300.5
18.9.4 32 mm nominal dia Pipes metre 413.7 356.35
18.9.5 40 mm nominal dia Pipes metre 536.75 463.35
18.9.6 50 mm nominal dia Pipes metre 791.65 682.3
18.9.7 65 mm nominal dia Pipes metre 1552.3 1342.45
18.9.8 80 mm nominal dia Pipes metre 1965.85 1701.85
18.9.9 100 mm nominal dia Pipes metre 2779.55 2407.95
18.9.10 150 mm nominal dia Pipes metre 5821.85 5045.75

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting
18.10 and making good the walls etc. Internal work - Exposed on wall
18.10.1 15 mm dia nominal bore metre 284.9 257.45
18.10.2 20 mm dia nominal bore metre 344.1 317.85
18.10.3 25 mm dia nominal bore metre 438 420.35
18.10.4 32 mm dia nominal bore metre 529.7 477.15
18.10.5 40 mm dia nominal bore metre 639.6 612.05
18.10.6 50 mm dia nominal bore metre 786.75 755.05

Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making
good the walls etc. concealed pipe, including painting with anti corrosive bitumastic
18.11 paint, cutting chases and making good the wall :
18.11.1 15 mm dia nominal bore metre 447.6 399.25
18.11.2 20 mm dia nominal bore metre 494.1 447.6
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and
18.12 refilling etc. External work
18.12.1 15 mm dia nominal bore metre 244.15 210.35
18.12.2 20 mm dia nominal bore metre 283.8 251.8
18.12.3 25 mm dia nominal bore metre 364.55 339.8
18.12.4 32 mm dia nominal bore metre 424.7 372.95
18.12.5 40 mm dia nominal bore metre 483.15 458.3
18.12.6 50 mm dia nominal bore metre 565.25 542.4
18.12.7 65 mm dia nominal bore metre 716 636.35
18.12.8 80 mm dia nominal bore metre 866.4 771.4

Making connection of G.I. distribution branch with G.I. main of following sizes by
18.13 providing and fixing tee, including cutting and threading the pipe etc. complete :
18.13.1 25 to 40 mm nominal bore each 673.45 638.1
18.13.2 50 to 80 mm nominal bore each 1432.75 1289.8
Fixing water meter and stop cock in G.I. pipe line including cutting and threading
the pipe and making long screws etc. complete (cost of water meter and stop cock to
18.14 be paid separately). each 606.55 563.75
18.15 Providing and fixing brass bib cock of approved quality :
18.15.1 15 mm nominal bore each 302.55 262.65
18.15.2 20 mm nominal bore each 326.45 283.4
18.16 Providing and fixing brass stop cock of approved quality :
18.16.1 15 mm nominal bore each 302.55 262.65
18.16.2 20 mm nominal bore each 326.45 283.4
Providing and fixing gun metal gate valve with C.I. wheel of approved quality
18.17 (screwed end) :
18.17.1 25 mm nominal bore each 497.15 460.65
18.17.1A 20 mm nominal bore each 460.2 399.55
18.17.2 32 mm nominal bore. each 581.25 510.4
18.17.3 40 mm nominal bore each 678.4 612.15
18.17.4 50 mm nominal bore each 869.2 760.35
18.17.5 65 mm nominal bore each 1488.1 1291.85
18.17.6 80 mm nominal bore each 2217.9 1931.25
Providing and fixing ball valve (brass) of approved quality, High or low pressure,
18.18 with plastic floats complete :
18.18.1 15 mm nominal bore each 338.7 299.85
18.18.2 20 mm nominal bore each 386.4 341.25
18.18.3 25 mm nominal bore each 394 342.05
Providing and fixing gun metal non- return valve of approved quality (screwed
18.19 end) :
18.19.1 25 mm nominal bore
18.19.1.1 Horizontal each 477.7 436.75
18.19.1.2 Vertical each 504.45 492.5
18.19.2 32 mm nominal bore
18.19.2.1 Horizontal each 641.75 583.8
18.19.2.2 Vertical each 708.65 669.75
18.19.3 40 mm nominal bore
18.19.3.1 Horizontal each 792.4 704.15
18.19.3.2 Vertical each 979.7 905.1
18.19.4 50 mm nominal bore
18.19.4.1 Horizontal each 1144.05 1015.25
18.19.4.2 Vertical each 1251.1 1140.7
18.19.5 65 mm nominal bore
18.19.5.1 Horizontal each 2043.95 1812.75
18.19.5.2 Vertical each 2057.35 1840.65
18.19.6 80 mm nominal bore
18.19.6.1 Horizontal each 2890.7 2704.65
18.19.6.2 Vertical each 3399.1 3058.9
Providing and fixing brass ferrule with C.I. mouth cover including boring and
18.20 tapping the main :
18.20.1 15 mm nominal bore each 295.15 256.25
18.20.2 20 mm nominal bore each 340.35 295.45
18.20.3 25 mm nominal bore each 438.35 380.55

18.21 Providing and fixing uplasticised PVC connection pipe with brass unions :
18.21.1 30 cm length
18.21.1.1 15 mm nominal bore each 72.85 63.25
18.21.1.2 20 mm nominal bore each 79.55 69.05
18.21.2 45 cm length
18.21.2.1 15 mm nominal bore each 83 72.05
18.21.2.2 20 mm nominal bore each 100.4 87.15
18.22 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :
18.22.1 100 mm diameter each 151.9 143.45
18.22.2 150 mm diameter each 188.8 163.9
Laying in position centrifugally cast (spun) iron S&S or flanged pipes (excluding
18.23 cost of pipe). quintal 264.25 225.5
Laying in position S&S or flanged C.I. special such as tees, bends, collars, tapers
18.24 and caps etc.(excluding cost of specials). quintal 491.5 436.75
Providing and laying S&S C.I. standard specials such as tees, bends, collars, tapers,
18.25 caps etc. (Heavy class):
18.25.1 Up to 300 mm dia quintal 5320.4 4835.35
18.25.2 Over 300 mm dia quintal 5454.2 4842.3
Providing and laying flanged C.I. standard specials such as tees, bends, collars,
18.26 tapers, caps etc., suitable for flanged jointing as per IS : 1538 :
18.26.1 Up to 300 mm dia quintal 7862.5 7042.2
18.26.2 Over 300 mm dia quintal 7862.5 6554.35
Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA)
18.27 conforming to IS - 1536 :
18.27.1 100 mm dia pipe metre 1201.95 1040.05
18.27.2 125 mm dia pipe metre 1499.8 1297.5
18.27.3 150 mm dia pipe metre 1810.75 1566.3
18.27.4 200 mm dia pipe metre 3062.75 2649.9
18.27.5 250 mm dia pipe metre 4002 3461.6
18.27.6 300 mm dia pipe metre 5391.05 4664.35
18.27.7 350 mm dia pipe metre 6472.6 5597.45
18.27.8 400 mm dia pipe metre 8513.95 7362.35
18.27.9 450 mm dia pipe metre 10308.85 8914.2
18.27.10 500 mm dia pipe metre 11969.15 10354.6
18.27.11 600 mm dia pipe metre 16722.75 14464.35
Providing lead caulked joints to spun iron or C.I. pipes and specials, including
18.28 testing of joints but excluding the cost of pig lead :
18.28.1 100 mm diameter pipe each 374.8 338.95
18.28.2 125 mm diameter pipe each 556.65 503.3
18.28.3 150 mm diameter pipe each 562.7 508.75
18.28.4 200 mm diameter pipe each 747.65 676
18.28.5 250 mm diameter pipe each 934.5 845.1
18.28.6 300 mm diameter pipe each 1124 1016.75
18.28.7 350 mm diameter pipe each 1144.7 1035.2
18.28.8 400 mm diameter pipe each 1505.8 1361.9
18.28.9 450 mm diameter pipe each 1690.65 1529
18.28.10 500 mm diameter pipe each 1787.5 1616.55
18.28.11 600 mm diameter pipe each 2424.05 2192.15
18.29 Supplying pig lead at site of work. quintal 23560.05 24391.5
Providing flanged joints to double flanged C.I./ D.I. pipes and specials, including
18.30 testing of joints :
18.30.1 80 mm diameter pipe each 169.15 146.65
18.30.2 100 mm diameter pipe each 265 231.1
18.30.3 125 mm diameter pipe each 278.35 252
18.30.4 150 mm diameter pipe each 327.4 285.9
18.30.5 200 mm diameter pipe each 355.5 310.3
18.30.6 250 mm diameter pipe each 484.7 437.65
18.30.7 300 mm diameter pipe each 491.4 443.45
18.30.8 350 mm diameter pipe each 660.45 558.95
18.30.9 400 mm diameter pipe each 906 772.1
18.30.10 450 mm diameter pipe each 1115.15 950.3
18.30.11 500 mm diameter pipe each 1263.2 1079.45
18.30.12 600 mm diameter pipe each 1478.1 1267.3

Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber
18.31 insertions etc. (the tail pieces if required will be paid separately) :
18.31.1 100 mm diameter
18.31.1.1 Class I each 3977.6 3497.85
18.31.1.2 Class II each 4426.05 3867.35
18.31.2 125 mm diameter
18.31.2.1 Class I each 4318.95 3780.25
18.31.2.2 Class II each 5182.2 4650.35
18.31.3 150 mm diameter
18.31.3.1 Class I each 5836.6 5124.45
18.31.3.2 Class II each 6442.35 5734.95
18.31.4 200 mm diameter
18.31.4.1 Class I each 11357.75 9970.5
18.31.4.2 Class II each 13376.85 11684.95
18.31.5 250 mm diameter
18.31.5.1 Class I each 16566.4 14414.3
18.31.5.2 Class II each 21527.85 19379.7
18.31.6 300 mm diameter
18.31.6.1 Class I each 22942.1 19948.85
18.31.6.2 Class II each 26861.85 23772.9

Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement

mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100
x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1
cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c
necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10
graded stone aggregate 40mm nominal size ) and inside plastering with cement
mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of
18.32 neat cement complete as per standard design :

18.32.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 each 1582.45 1417.1

Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement

mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm
top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid
and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate
20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1
cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside
plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished
18.33 with a floating coat of neat cement complete as per standard design :

18.33.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 each 9288.4 8438.9
 Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement
mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm
top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid
and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20
mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement :
5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering
with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a
18.34 floating coat of neat cement complete as per standard design :

18.34.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 each 16134.15 14673.05

Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement

mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm
top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid
and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20
mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement :
5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering
with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a
18.35 floating coat of neat cement complete as per standard design :

18.35.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 each 22363.2 20313.45

Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement

mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.I. surface box
350x350 mm top and 165 mm deep ( inside) with chained lid and RCC top slab
1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal
size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine
sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with
cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating
18.36 coat of neat cement complete as per standard design :

18.36.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 each 8856.7 8037.6

Constructing masonry Chamber 60x45x50 cm inside, in brick work in cement

mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with C.I. double flap
surface box 400x200x200 mm (inside) with locking arrangement and RCC top slab
1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal
size) , i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine
sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with
cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating
18.37 coat of neat cement complete as per standard design :

18.37.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 each 8300.25 7532.75

Painting G.I. pipes and fittings with synthetic enamel white paint with two coats
18.38 over a ready mixed priming coat, both of approved quality for new work :
18.38.1 15 mm diameter pipe metre 15.2 13.4
18.38.2 20 mm diameter pipe metre 18.15 16.05
18.38.3 25 mm diameter pipe metre 23.7 20.9
18.38.4 32 mm diameter pipe metre 28.4 25.1
18.38.5 40 mm diameter pipe metre 33.4 29.45
18.38.6 50 mm diameter pipe metre 39.8 35.15
Repainting G.I. pipes and fittings with synthetic enamel white paint with one coat of
18.39 approved quality :
18.39.1 15 mm diameter pipe metre 7.55 6.65
18.39.2 20 mm diameter pipe metre 8.9 7.85
18.39.3 25 mm diameter pipe metre 11.35 10
18.39.4 32 mm diameter pipe metre 13.6 11.95
18.39.5 40 mm diameter pipe metre 15.75 13.9
18.39.6 50 mm diameter pipe metre 18.75 16.5
Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of
18.40 approved quality :
18.40.1 15 mm diameter pipe metre 9.3 8.15
18.40.2 20 mm diameter pipe metre 11.1 9.75
18.40.3 25 mm diameter pipe metre 14.15 12.4
18.40.4 32 mm diameter pipe metre 17.05 14.95
18.40.5 40 mm diameter pipe metre 19.4 17
18.40.6 50 mm diameter pipe metre 23.35 20.5
18.40.7 65 mm diameter pipe metre 28.95 25.4
18.40.8 80 mm diameter pipe metre 33.6 29.5
Providing and filling sand of grading zone V or coarser grade, allround the G.I.
18.41 pipes in external work :
18.41.1 15 mm diameter pipe metre 142.6 76.25
18.41.2 20 mm diameter pipe metre 144.55 77.3
18.41.3 25 mm diameter pipe metre 148.4 79.35
18.41.4 32 mm diameter pipe metre 152.25 81.4
18.41.5 40 mm diameter pipe metre 154.15 82.45
18.41.6 50 mm diameter pipe metre 159.95 85.55
18.41.7 65 mm diameter pipe metre 252.45 135
18.41.8 80 mm diameter pipe metre 260.15 139.15
18.41.9 100 mm diameter pipe metre 275.6 147.4
18.41.10 150 mm diameter pipe metre 410.5 219.55

Boring with 100 mm diameter casing pipe for hand pump / tubewell, in all soils
except ordinary hard rocks requiring blasting, including removing the casing pipe
18.42 after the hand pump / tube well is lowered and tested :
18.42.1 Up to 6 metres depth metre 554.2 472.3
18.42.2 Beyond 6 m and up to 12 m depth metre 656.2 560.3
18.42.3 Beyond 12 m and up to 18 m depth metre 761.55 651.4
Providing and placing in position filters of 40 mm diameter G.I. pipe with brass
18.43 strainer of approved quality. metre 768.55 696.6
Providing and fixing to filter and lowering to proper levels 40 mm G.I. pipe for tube
18.44 well including cleaning and priming the tube well. metre 433.95 421.8
Providing and placing in position hand pump of approved quality for 40 mm
18.45 diameter G.I. pipe complete with all accessories. each 1117.8 1013.15

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe
18.46 and making long screws etc. complete (New work) :
18.46.1 15 mm nominal bore each 235.75 221.7
18.46.2 20 mm nominal bore each 261.15 244.95
18.46.3 25 mm nominal bore each 340.1 314.65
18.46.4 32 mm nominal bore each 384.25 349.45
18.46.5 40 mm nominal bore each 452.5 444.7
18.46.6 50 mm nominal bore each 598.1 605.4
18.46.7 65 mm nominal bore each 939.3 854
18.46.8 80 mm nominal bore each 1018.2 912.05
 Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the
pipe and making long screws, including excavation, refilling the earth or cutting of
18.47 wall and making good the same complete wherever required :
18.47.1 15 mm nominal bore each 617.2 575.35
18.47.2 20 mm nominal bore each 642.65 598.6
18.47.3 25 mm nominal bore each 721.6 668.3
18.47.4 32 mm nominal bore each 765.75 703.1
18.47.5 40 mm nominal bore each 833.95 798.35
18.47.6 50 mm nominal bore each 1118.3 1087.65
18.47.7 65 mm nominal bore each 1459.5 1336.25
18.47.8 80 mm nominal bore each 1538.4 1394.3

Providing and placing on terrace (at all floor levels) polyethylene water storage tank,
IS : 12701 marked, with cover and suitable locking arrangement and making
necessary holes for inlet, outlet and overflow pipes but without fittings and the base
18.48 support for tank. per litre 8.8 8.2

Providing and fixing rectangular high density polyethylene water storage loft tank
with cover, conforming to ISI : 12701, colour of opaque white or as approved by
Engineer-in-charge. The rate includes making necessary holes for inlet, outlet &
over flow pipes. The base support i/c fittings & fixtures for tank shall be paid
18.48A separately. per litre 8.8 8.2
Providing and fixing C.P. brass bib cock of approved quality conforming to
18.49 IS:8931 :
18.49.1 15 mm nominal bore each 418.95 375.35
Providing and fixing C.P. brass long nose bib cock of approved quality conforming
18.50 to IS standards and weighing not less than 810 gms.
18.50.1 15 mm nominal bore each 618.8 612.7

Providing and fixing C.P. brass long body bib cock of approved quality conforming
18.51 to IS standards and weighing not less than 690 gms.
18.51.1 15 mm nominal bore each 552.35 613.05
Providing and fixing C.P. brass stop cock (concealed) of standard design and of
18.52 approved make conforming to IS:8931.
18.52.1 15 mm nominal bore each 606.25 515.85
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of
18.53 approved quality conforming to IS:8931
18.53.1 15mm nominal bore each 532 435.15
Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved
18.53A make and quality as per direction of Engineer-in-charge. each 61.25 53.2
18.54 Providing and fixing PTMT bib cock of approved quality and colour.
18.54.1 15mm nominal bore, 86 mm long, weighing not less than 88 gms each 116.55 94.2
18.54.2 15 mm nominal bore, 122mm long, weighing not less than 99 gms each 162.05 124.4
18.54.3 15 mm nominal bore, 165 mm long, weighing not less than 110 gms each 176.75 136.05
18.54.4 15 mm nominal bore, 90 mm long, weighing not less than 93 gms each 228.3 149.95
18.55 Providing and fixing PTMT stop cock of approved quality and colour.
18.55.1 15 mm nominal bore, 86 mm long, weighing not less than 88 gms each 116.55 89.55
18.55.2 20 mm nominal bore, 89 mm long, weighing not less than 88 gms each 151.35 100.05
Concealed stop cock, 15 mm nominal bore, 108 mm long, weighing not less than
18.55.3 108 gms each 200.2 159.25

18.56 Providing and fixing PTMT pillar cock of approved quality and colour.
18.56.1 15 mm nominal bore, 107 mm long, weighing not less than 110 gms each 192.65 156.8

18.56.2 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms each 210.05 168.4
18.57 Providing and fixing PTMT, push cock of approved quality and colour.
18.57.1 15 mm nominal bore, 98 mm long, weighing not less than 75 gms each 104.5 82.6
18.57.2 15 mm nominal bore, 80 mm long, weighing not less than 46 gms each 97.85 72.15
18.58 Providing and fixing PTMT grating of approved quality and colour.
18.58.1 Circular type
18.58.1.1 100 mm nominal dia each 37.9 28.25
18.58.1.2 125 mm nominal dia with 25 mm waste hole each 51.25 38.7
18.58.2 Rectangular type with openable circular lid

18.58.2.1 150 mm nominal size square 100 mm diameter of the inner hinged round grating each 169 146.7
Providing and fixing C.I. double acting air valve of approved quality with bolts,
nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be
18.59 paid separately) :
18.59.1 50 mm dia each 5157 4476.7
18.59.2 80 mm dia each 6240.7 5417.55
18.59.3 100 mm dia each 8193.1 7113.7

Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373
and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The
18.60 tail pieces if required will be paid separately) :
18.60.1 80 mm dia nominal bore each 3576.1 3104.15
18.60.2 100 mm dia nominal bore each 5291.7 4596
18.60.3 150 mm dia nominal bore each 7725.8 6710.35
18.60.4 200 mm dia nominal bore each 8429.55 7321.3

Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts, bolts,
18.61 rubber insertions etc. complete conforming to IS : 2373 :
18.61.1 80 mm dia each 4097.9 3557.1
18.61.2 100 mm dia each 6585.5 5719.15
18.61.3 150 mm dia each 8345.25 7248.1
18.61.4 200 mm dia each 11644.65 10112.4

Providing and fixing PTMT Ball cock of approved quality, colour and make
18.62 complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball.
18.62.1 15 mm nominal bore, 105 mm long, weighing not less than 138 gms each 191.55 139.55
18.62.2 20 mm nominal bore, 120 mm long, weighing not less than 198 gms each 252.65 192.6
18.62.3 25 mm nominal bore, 152mm long, weighing not less than 440 gms each 474.25 395.45
18.62.4 40 mm nominal bore, 206mm long, weighing not less than 690 gms each 728.5 567.35
18.62.5 50 mm nominal bore, 242mm long, weighing not less than 1240 gms each 1250.3 1030.8
Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less
18.63 than 85 gms each 155.35 118.6
Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not
18.64 less than 40 gms each 111.75 91.2
Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth
102mm, height of 75mm with concealed fitting arrangements, weighing not less
18.65 than 106 gms. each 130.5 85.4

Providing and laying S&S C.I. Standard specials such as tees, bends, collars tapers
18.66 and caps etc, suitable for flanged jointing as per IS : 1538 :
18.66.1 Up to 300 mm dia quintal 7447.75 6464.95
18.66.2 Above 300 mm dia quintal 8799.05 7638.05
Providing and laying S&S C.I. Standard specials suitable for mechanical jointing as
18.67 per IS : 13382 :
18.67.1 Up to 300 mm dia quintal 11971.3 10391.95
18.67.2 Above 300 mm dia quintal 12609.5 10946
Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per
18.68 IS : 9523 :
18.68.1 Up to 600 mm dia quintal 17094.25 14839.35
18.68.2 Above 600 mm dia quintal 23516.35 20414.55
Providing and laying D.I. Specials of Class K - 12 suitable for mechanical jointing
18.69 as per IS : 9523 :
18.69.1 Up to 600 mm dia quintal 17963.95 15594.35
18.69.2 Above 600 mm dia quintal 25590.15 22214.9

Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron

18.70 Pipes including testing of joints and the cost of rubber gasket :
18.70.1 100 mm dia pipes joint 91.65 82.9
18.70.2 150 mm dia pipes joint 149.85 130.35
18.70.3 200 mm dia pipes joint 219.85 192.4
18.70.4 250 mm dia pipes joint 268.45 234.7
18.70.5 300 mm dia pipes joint 350.5 301.35
18.70.6 350 mm dia pipes joint 371.9 319.95
18.70.7 400 mm dia pipes joint 578.85 490.5
18.70.8 450 mm dia pipes joint 666.25 567.6
18.70.9 500 mm dia pipes joint 709.95 606.2
18.70.10 600 mm dia pipes joint 928.9 813.45
18.70.11 650 mm dia pipes joint 1257.75 1068.25
18.70.12 700 mm dia pipes joint 1404.95 1173.95
18.70.13 800 mm dia pipes joint 1546.15 1341.5
18.70.14 900 mm dia pipes joint 1962.2 1673.95
18.70.15 1000 mm dia pipes joint 2277.5 1933.9
Providing and laying Double Flanged (screwed / welded) Centrifugally (Spun) Cast
18.71 Iron, Class B (IS : 1536) :
18.71.1 100 mm dia C.I. Double Flanged Pipe metre 1827.1 1582.45
18.71.2 150 mm dia C.I. Double Flanged Pipe metre 2861.95 2478.4
18.71.3 200 mm dia C.I. Double Flanged Pipe metre 4508.55 3904.35
18.71.4 250 mm dia C.I. Double Flanged Pipe metre 5462 4728.25
18.71.5 300 mm dia C.I. Double Flanged Pipe metre 6981.45 6043.95
18.71.6 350 mm dia C.I. Double Flanged Pipe metre 8789.35 7607.4
18.71.7 400 mm dia C.I. Double Flanged Pipe metre 11363.2 9834.25
18.71.8 450 mm dia C.I. Double Flanged Pipe metre 14455.6 12512.15
18.71.9 500 mm dia C.I. Double Flanged Pipe metre 17932.3 15529.1
18.71.10 600 mm dia C.I. Double Flanged Pipe metre 24839.8 21507.9
Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes
18.72 conforming to IS : 8329 :
18.72.1 100 mm dia Ductile Iron Class K-7 pipes metre 1114.1 963.95
18.72.2 150 mm dia Ductile Iron Class K-7 pipes metre 1590.55 1375.5
18.72.3 200 mm dia Ductile Iron Class K-7 pipes metre 1960.9 1694
18.72.4 250 mm dia Ductile Iron Class K-7 pipes metre 2523.85 2179.3
18.72.5 300 mm dia Ductile Iron Class K-7 pipes metre 3152.7 2722.5
18.72.6 350 mm dia Ductile Iron Class K-7 pipes metre 3740.15 3226.8
18.72.7 400 mm dia Ductile Iron Class K-7 pipes metre 4482.45 3864.35
18.72.8 450 mm dia Ductile Iron Class K-7 pipes metre 5429 4680.2
18.72.9 500 mm dia Ductile Iron Class K-7 pipes metre 6135.45 5292.9
18.72.10 600 mm dia Ductile Iron Class K-7 pipes metre 7909.3 6816.95
18.72.11 700 mm dia Ductile Iron Class K-7 pipes metre 10316.7 8904.9
18.72.12 800 mm dia Ductile Iron Class K-7 pipes metre 12869.25 11118.75
18.72.13 900 mm dia Ductile Iron Class K-7 pipes metre 16610.55 14343.2
18.72.14 1000 mm dia Ductile Iron Class K-7 pipes metre 17477.9 15071.65
18.72.15 100 mm dia Ductile Iron Class K-9 pipes metre 1073.5 928.6
18.72.16 150 mm dia Ductile Iron Class K-9 pipes metre 1613.1 1394.95
18.72.17 200 mm dia Ductile Iron Class K-9 pipes metre 2211 1910.9
18.72.18 250 mm dia Ductile Iron Class K-9 pipes metre 3082 2663.55
18.72.19 300 mm dia Ductile Iron Class K-9 pipes metre 3853.6 3330.55
18.72.20 350 mm dia Ductile Iron Class K-9 pipes metre 4713 4070.8
18.72.21 400 mm dia Ductile Iron Class K-9 pipes metre 6031.25 5208.2
18.72.22 450 mm dia Ductile Iron Class K-9 pipes metre 7016.65 6057.75
18.72.23 500 mm dia Ductile Iron Class K-9 pipes metre 8764.75 7574.6
18.72.24 600 mm dia Ductile Iron Class K-9 pipes metre 10611.1 9161.3
18.72.25 700 mm dia Ductile Iron Class K-9 pipes metre 14656.9 12686.3
18.72.26 750 mm dia Ductile Iron Class K-9 pipes metre 15902.55 13730.1
18.72.27 800 mm dia Ductile Iron Class K-9 pipes metre 16126.35 13901.5
18.72.28 900 mm dia Ductile Iron Class K-9 pipes metre 19547.5 16869.35
18.72.29 1000 mm dia Ductile Iron Class K-9 pipes metre 21910.75 18918.65
Providing and laying Double Flanged (Screwed/ Welded) Centrifugally (Spun)
18.73 Ductile Iron Pipes of Class K - 9 conforming to IS : 8329 :
18.73.1 100 mm dia Ductile Iron Double Flanged metre 1532.35 1326.8
18.73.2 150 mm dia Ductile Iron Double Flanged metre 2298.8 1990
18.73.3 200 mm dia Ductile Iron Double Flanged metre 2901.25 2509.8
18.73.4 250 mm dia Ductile Iron Double Flanged metre 4115.55 3560.35
18.73.5 300 mm dia Ductile Iron Double Flanged metre 5287.1 4574.35
18.73.6 350 mm dia Ductile Iron Double Flanged metre 6657.1 5758.1
18.73.7 400 mm dia Ductile Iron Double Flanged metre 8541.3 7386.75
18.73.8 450 mm dia Ductile Iron Double Flanged metre 9005.15 7783.35
18.73.9 500 mm dia Ductile Iron Double Flanged metre 12707.1 10996.3
18.73.10 600 mm dia Ductile Iron Double Flanged metre 16832.4 14560.95
18.73.11 700 mm dia Ductile Iron Double Flanged metre 19933.7 17265.8
Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar
18.74 and bush of approved quality and colour.
18.74.1 15 mm nominal bore with 30cm length each 94.9 73.7
18.74.2 15 mm nominal bore with 45 cm length each 112.45 91.8
Providing and fixing PTMT extension nipple for water tank pipe, fittings of
18.75 approved quality and colour.
18.75.1 15 mm nominal bore, weighing not less than 32 gms each 49.2 36.9
18.75.2 20 mm nominal bore, weighing not less than 40 gms each 81.3 65.95
18.75.3 25mm nominal bore, weighing not less than 62 gms each 113.4 88

18.76 Cutting holes up to 30x30 cm in walls including making good the same:
18.76.1 With common burnt clay F.P.S. (non modular) bricks each 327.25 290.8

Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc.
and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1
cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including
18.77 finishing complete so as to make it leak proof. each 344.6 309.6
 Making chases up to 7.5x7.5 cm in walls including making good and finishing with
18.78 matching surface after housing G.I. pipe etc. metre 154.15 134.25

Making hole up to 20x20 cm and embedding pipes up to 150 mm diameter in

masonry and filling with cement concrete 1:3:6 (1 cement : 3 coarse sand: 6 graded
18.79 stone aggregate 20 mm nominal size) including disposal of malba. metre 180.15 152.95

Disinfecting C.I. water mains by flushing with water containing bleaching powder
@ 0.5 gms per litre of water and cleaning the same with fresh water, operation to be
repeated three times including getting the sample of water from the disinfected main
18.80 tested in the municipal laboratory.
18.80.1 80 mm diameter C.I. pipe 100 metre 1349.55 1164.35
18.80.2 100 mm diameter C.I. pipe 100 metre 1773.3 1541.45
18.80.3 125 mm diameter C.I. pipe 100 metre 2213.8 1934.55
18.80.4 150 mm diameter C.I. pipe 100 metre 2653 2325.1
18.80.5 200 mm diameter C.I. pipe 100 metre 3535.25 3111.35
18.80.6 250 mm diameter C.I. pipe 100 metre 4442.5 3918.9
18.80.7 300 mm diameter C.I. pipe 100 metre 4935.05 4355.7
18.80.8 350 mm diameter C.I. pipe 100 metre 5441.35 4804.5
18.80.9 400 mm diameter C.I. pipe 100 metre 5971.1 5275.5
18.80.10 450 mm diameter C.I. pipe 100 metre 6507.7 5750.55
18.80.11 500 mm diameter C.I. pipe 100 metre 7071.4 6250.6
18.80.12 600 mm diameter C.I. pipe 100 metre 8211.3 7258.65

Extra for every operation of disinfecting the C.I. main by flushing with water
containing bleaching powder @ 0.5 gms per litre of water and cleaning the same
with fresh water, including getting the samples of water tested in the municipal
18.81 laboratory :
18.81.1 80 mm diameter C.I. pipe 100 metre 493.5 423.75
18.81.2 100 mm diameter C.I. pipe 100 metre 605 524.4
18.81.3 125 mm diameter C.I. pipe 100 metre 739 645.65
18.81.4 150 mm diameter C.I. pipe 100 metre 859.85 754.4
18.81.5 200 mm diameter C.I. pipe 100 metre 1309.55 1182.8
18.81.6 250 mm diameter C.I. pipe 100 metre 1502.75 1345
18.81.7 300 mm diameter C.I. pipe 100 metre 1683.45 1493.5
18.81.8 350 mm diameter C.I. pipe 100 metre 1969.75 1748.1
18.81.9 400 mm diameter C.I. pipe 100 metre 2258.8 2005.05
18.81.10 450 mm diameter C.I. pipe 100 metre 2555.1 2268.35
18.81.11 500 mm diameter C.I. pipe 100 metre 2853.45 2533.4
18.81.12 600 mm diameter C.I. pipe 100 metre 3460.45 3072.4

Dismantling old C.I. pipes including excavation and refilling trenches after taking
out the pipes, breaking lead caulked joints, melting of lead and making into blocks,
18.82 including stacking of pipes at site lead up to 50 metre:
18.82.1 80 mm diameter C.I. pipe metre 287.05 239.8
18.82.2 100 mm diameter C.I. pipe metre 299.15 250.05
18.82.3 125 mm diameter C.I. pipe metre 310.55 259.7
18.82.4 150 mm diameter C.I. pipe metre 322.15 269.55
18.82.5 200 mm diameter C.I. pipe metre 359.15 300.65
18.82.6 250 mm diameter C.I. pipe metre 395.05 330.85
18.82.7 300 mm diameter C.I. pipe metre 427.4 358.05
18.82.8 350 mm diameter C.I. pipe metre 458.15 383.95
18.82.9 400 mm diameter C.I. pipe metre 486.45 407.85
18.82.10 450 mm diameter C.I. pipe metre 515.45 432.4
18.82.11 500 mm diameter C.I. pipe metre 541.05 454.05
18.82.12 600 mm diameter C.I. pipe metre 586.2 492.3
18.83 Labour for cutting C.I. pipe with steel saw.
18.83.1 80 mm diameter C.I. pipe each cut 108.9 100.7
18.83.2 100 mm diameter C.I. pipe each cut 146 134.95
18.83.3 125 mm diameter C.I. pipe each cut 202.55 187.1
18.83.4 150 mm diameter C.I. pipe each cut 274.35 253.5
18.83.5 200 mm diameter C.I. pipe each cut 365.95 338.1
18.83.6 250 mm diameter C.I. pipe each cut 455.05 420.6
18.83.7 300 mm diameter C.I. pipe each cut 546.65 505.2
18.83.8 350 mm diameter C.I. pipe each cut 635.75 587.7
18.83.9 400 mm diameter C.I. pipe each cut 727 672
18.83.10 450 mm diameter C.I. pipe each cut 816.45 754.8
18.83.11 500 mm diameter C.I. pipe each cut 907.7 839.1
18.83.12 600 mm diameter C.I. pipe each cut 1083.5 1001.95
Providing & fixing chrome plated brass battery based infrared sensor operated pillar
18.84 cock, having foam flow technology.
18.84.1 15 mm nominal bore each 7781.6 6972.6

Providing and fixing Stainless Steel pipe and fitting of grade AISI 304 as per JIS
standard 3448 complete with press type fitting (fitting shall be paid for separately)
i/c fixing of the pipe with clamps at 1.00 m spacing including cutting and making
good the walls including testing of joints complete as per direction of Engineer-in-
charge. (The pipe length inserted in the fitting shall not be measured for payment)
18.85 Inernal work - Exposed on wall
18.85.1 15.88 mm outer dia pipe metre 325.2 299.55
18.85.2 22.22 mm outer dia Pipe metre 484 434.95
18.85.3 28.58 mm outer dia Pipe metre 560.25 507.2
18.85.4 34.00 mm outer dia Pipe metre 737.3 664.55
18.85.5 42.70 mm outer dia Pipe metre 762.95 678.25
18.85.6 48.60 mm outer dia Pipe metre 1000.35 885.55

Providing and fixing Stainless Steel pipes and fittings of grade 316L as per IS
6911:2017 and conforming to EN- 10312 standards complete with press type
fitting (fitting shall be paid for separately) i/c fixing of the pipe with clamps at 1.00
m spacing including cutting and making good the walls including testing of
joints complete as per direction of Engineer-in-charge. (The pipe length inserted in
18.85A the fitting shall not be measured for payment) Internal work - Exposed on wall
18.85A.1 15 mm outer dia pipe metre 578.1 508.1
18.85A.2 22 mm outer dia pipe metre 845.05 739.8
18.85A.3 28 mm outer dia pipe metre 1056.15 923.1
18.85A.4 35 mm outer dia pipe metre 1470.65 1282.85
18.85A.5 42 mm outer dia pipe metre 1773.05 1545.35
18.85A.6 54 mm outer dia pipe metre 2250.75 1960

Providing and fixing Stainless Steel pipe and fitting of grade AISI 304 as per JIS
standard 3448 complete with press type fitting (fitting shall be paid for separately)
i/c fixing of the pipe with clamps at 1.00m spacing and also including cutting of
chases and making good the walls including testing of joints complete as per
direction of Engineer -in-charge. (The pipe length inserted in the fitting shall not be
18.86 measured for payment) Internal work - Concealed Pipe
18.86.1 15.88 mm outer dia .Pipes. metre 478.65 433.15
18.86.2 22.22 mm Outer dia pipes metre 637.4 568.55

Providing and fixing Stainless Steel pipes and fittings of grade 316L as per IS
6911:2017 and conforming to EN- 10312 standards complete with press type
fitting (fitting shall be paid for separately) i/c fixing of the pipe with clamps at
1.00m spacing and also including cutting of chases and making good the walls
including testing of joints complete as per direction of Engineer -in- charge. (The
pipe length inserted in the fitting shall not be measured for payment) (Internal work
18.86A - Concealed Pipe)
18.86A.1 15 mm outer dia pipe metre 731.5 641.7
18.86A.2 22 mm outer dia pipe metre 998.45 873.45

Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI
304 conforming to JWWA G116 standard with V-profile or M-profile and with O-
ring sealing gasket of EPDM material of required dia as per direction of Engineer-
18.87 in-charge. Coupling/ Socket
18.87.1 For 15.88 mm outer dia pipe each 78.95 69.7
18.87.2 For 22.22 mm outer dia pipe each 84.3 81.3
18.87.3 For 28.58 mm outer dia pipe each 119.1 111.5
18.87.4 For 34.00 mm outer dia pipe each 175.25 156.8
18.87.5 For 42.70 mm outer dia pipe each 211.4 185.85
18.87.6 For 48.60 mm outer dia pipe each 240.85 209.05

Providing and fixing required Stainless Steel Fitting of press fit design of grade
316L as per IS 6911:2017 and conforming to EN-10312 standards with V-profile
and with 0-ring sealing gasket of EPDM material of required dia as per direction of
18.87A Engineer-in-charge. Coupling/Socket
18.87A.1 15 mm outer dia pipe each 287.65 249.7
18.87A.2 22 mm outer dia pipe each 361.25 313.6
18.87A.3 28 mm outer dia pipe each 421.45 365.85
18.87A.4 35 mm outer dia pipe each 528.5 458.8
18.87A.5 42 mm outer dia pipe each 715.8 621.4
18.87A.6 54 mm outer dia pipe each 856.3 743.35

Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI
304 conforming to JWWA G116 standard with V-profile or M-profile and with O-
ring sealing gasket of EPDM material of providing and fixing required Stainless
Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116
standard with V-profile or M-profile and with O-ring sealing gasket of EPDM
18.88 material of required dia as per dirction of Engineer-in-charge. Reducer
18.88.1 For 22.22 mm x 15.88 mm outer dia pipe each 137.8 125.45
18.88.2 For 28.58 mm x 15.88 mm outer dia pipe each 188.65 176.55
18.88.3 For 28.58 mm x 22.22 mm outer dia pipe each 194 185.85
18.88.4 For 34.00 mm x 15.88 mm outer dia pipe each 246.2 231.15
18.88.5 For 34.00 mm x 22.22 mm outer dia pipe each 250.2 241.6
18.88.6 For 34.00 mm x 28.58 mm outer dia pipe each 254.2 242.75
18.88.7 For 42.70 mm x 15.88 mm outer dia pipe each 480.3 434.4
18.88.8 For 42.70 mm x 22.22 mm outer dia pipe each 484.35 434.4
18.88.9 For 42.70 mm x 28.58 mm outer dia pipe each 484.35 450.65
18.88.10 For 42.70 mm x 34.00 mm outer dia pipe each 517.8 453
18.88.11 For 48.60 mm x 15.88 mm outer dia pipe each 548.55 492.5
18.88.12 For 48.60 mm x 22.22 mm outer dia pipe each 548.55 492.5
18.88.13 For 48.60 mm x 28.58 mm outer dia pipe each 548.55 492.5
18.88.14 For 48.60 mm x 34.00 mm outer dia pipe each 548.55 492.5
18.88.15 For 48.60 mm x 42.70 mm outer dia pipe each 548.55 492.5

Providing and fixing required Stainless Steel Fitting of press fit design of grade
316L as per IS 6911:2017 and conforming to EN-10312 standards with V-profile
and with 0-ring sealing gasket of EPDM material of required dia as per direction of
18.88A Engineer-in-charge. Reducer
18.88A.1 For 22mm x 15 mm outer dia pipe each 341.15 296.2
18.88A.2 For 28 mm x 15 mm outer dia pipe each 501.75 435.55
18.88A.3 For 28 mm x 22 mm outer dia pipe each 414.75 360.05
18.88A.4 For 35 mm x 22 mm outer dia pipe each 508.4 441.35
18.88A.5 For 35 mm x 28 mm outer dia pipe each 628.85 545.9
18.88A.6 For 42 mm x 22 mm outer dia pipe each 923.2 801.45
18.88A.7 For 42 mm x 28 mm outer dia pipe each 963.3 836.3
18.88A.8 For 42 mm x 35 mm outer dia pipe each 809.45 702.7
18.88A.9 For 54 mm x 28 mm outer dia pipe each 1324.55 1149.9
18.88A.10 For 54 mm x 35 mm outer dia pipe each 1378.1 1196.35
18.88A.11 For 54 mm x 42 mm outer dia pipe each 1117.2 969.85

Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI
304 conforming to JWWA G116 standard with V-profile or M-profile and with O-
ring sealing gasket of EPDM material of required dia as per direction of Engineer-
18.89 in-charge. Slip Coupling/ Socket
18.89.1 For 15.88 mm outer dia pipe each 62.9 62.7
18.89.2 For 22.22 mm outer dia pipe each 84.3 81.3
18.89.3 For 28.58 mm outer dia pipe each 119.1 110.35
18.89.4 For 34.00 mm outer dia pipe each 175.25 156.8
18.89.5 For 42.70 mm outer dia pipe each 211.4 185.85
18.89.6 For 48.60 mm outer dia pipe each 227.45 203.25

Providing and fixing required Stainless Steel Fitting of press fit design of grade
316L as per IS 6911:2017 and conforming to EN-10312 standards with V-profile
and with 0-ring sealing gasket of EPDM material of required dia as per direction of
18.89A Engineer-in-charge. Sleeve/Slip Coupling/ Socket
18.89A.1 15 mm outer dia pipe each 501.75 435.55
18.89A.2 22 mm outer dia pipe each 602.05 522.7
18.89A.3 28 mm outer dia pipe each 695.75 604
18.89A.4 35 mm outer dia pipe each 776 673.65
18.89A.5 42 mm outer dia pipe each 896.4 778.2
18.89A.6 54 mm outer dia pipe each 1277.75 1109.25

Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI
304 conforming to JWWA G116 standard with V-profile or M-profile and with O-
ring sealing gasket of EPDM material of required dia as per direction of Engineer-
18.90 in-charge. Elbow 90°
18.90.1 For 15.88mm outer dia pipe each 77.6 75.5
18.90.2 For 22.22 mm outer dia pipe each 84.3 81.3
18.90.3 For 28.58 mm outer dia pipe each 128.45 120.8
18.90.4 For 34.00 mm outer dia pipe each 145.85 138.2
18.90.5 For 42.70 mm outer dia pipe each 155.2 149.85
18.90.6 For 48.60 mm outer dia pipe each 200.7 184.7

Providing and fixing required Stainless Steel Fitting of press fit design of grade
316L as per IS 6911:2017 and conforming to EN-10312 standards with V-profile
and with 0-ring sealing gasket of EPDM material of required dia as per direction of
18.90A Engineer-in-charge. Elbow 90°
18.90A.1 15 mm outer dia pipe each 408.05 354.25
18.90A.2 22 mm outer dia pipe each 575.3 499.45
18.90A.3 28 mm outer dia pipe each 769.3 667.85
18.90A.4 35 mm outer dia pipe each 1257.65 1091.8
18.90A.5 42 mm outer dia pipe each 2033.65 1765.5
18.90A.6 54 mm outer dia pipe each 2689.25 2334.6

Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI
304 conforming to JWWA G116 standard with V-profile or M-profile and with O-
ring sealing gasket of EPDM material of required dia as per direction of Engineer-
18.91 in-charge. Reducing Elbow 90°
18.91.1 For22.22 mm x 15.88 mm outer dia pipe each 198 174.25
18.91.2 For 28.58 mm x 15.88 mm outer dia pipe each 255.55 242.75
18.91.3 For 28.58 mm x 22.22 mm outer dia pipe each 295.7 288.05
18.91.4 For 34.00 mm x 22.22 mm outer dia pipe each 384 341.5
18.91.5 For 34.00 mm x 28.58 mm outer dia pipe each 461.6 406.55
18.91.6 For 42.70 mm x 34.00 mm outer dia pipe each 239.5 219.5

Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI
304 conforming to JWWA G116 standard with V-profile or M-profile and with O-
ring sealing gasket of EPDM material of required dia as per direction of Engineer-
18.92 in-charge. Equal Tee
18.92.1 For 15.88 mm outer dia pipe each 212.75 202.1
18.92.2 For 22.22 mm outer dia pipe each 309.05 289.2
18.92.3 For 28.58 mm outer dia pipe each 365.25 341.5
18.92.4 For 34.00 mm outer dia pipe each 584.7 511.05
18.92.5 For 42.70 mm outer dia pipe each 913.8 806.1
18.92.6 For 48.60 mm outer dia pipe each 1186.75 1060.45

Providing and fixing required Stainless Steel Fitting of press fit design of grade
316L as per IS 6911:2017 and conforming to EN-10312 standards with V-profile
and with 0-ring sealing gasket of EPDM material of required dia as per direction of
18.92A Engineer-in-charge. Equal Tee
18.92A.1 15 mm outer dia pipe each 668.95 580.75
18.92A.2 22 mm outer dia pipe each 782.7 679.5
18.92A.3 28 mm outer dia pipe each 963.3 836.3
18.92A.4 35 mm outer dia pipe each 1197.45 1039.55
18.92A.5 42 mm outer dia pipe each 1672.4 1451.9
18.92A.6 54 mm outer dia pipe each 2006.9 1742.25

Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI
304 conforming to JWWA G116 standard with V-profile or M-profile and with O-
ring sealing gasket of EPDM material of required dia as per direction of Engineer-
18.93 in-charge. Reducing Tee
18.93.1 For 22.22 mm x 15.88 mm outer dia pipe each 239.5 214.9
18.93.2 For 28.58 mm x 15.88 mm outer dia pipe each 365.25 335.65
18.93.3 For 28.58 mm x 22.22 mm outer dia pipe each 365.25 335.65
18.93.4 For 34.00 mm x 15.88 mm outer dia pipe each 584.7 511.05
18.93.5 For 34.00 mm x 22.22 mm outer dia pipe each 584.7 511.05
18.93.6 For 34.00 mm x 28.58 mm outer dia pipe each 584.7 511.05
18.93.7 For 42.70 mm x 15.88 mm outer dia pipe each 913.8 801.45
18.93.8 For 42.70 mm x 22.22 mm outer dia pipe each 913.8 801.45
18.93.9 For 42.70 mm x 28.58 mm outer dia pipe each 913.8 801.45
18.93.10 For 42.70 mm x 34.00 mm outer dia pipe each 913.8 801.45
18.93.11 For 48.60 mm x 15.88 mm outer dia pipe each 1186.75 1038.4
18.93.12 For 48.60 mm x 22.22 mm outer dia pipe each 1186.75 1038.4
18.93.13 For 48.60 mm x 28.58 mm outer dia pipe each 1186.75 1038.4
18.93.14 For 48.60 mm x 34.00 mm outer dia pipe each 1186.75 1038.4
18.93.15 For 48.60 mm x 42.70 mm outer dia pipe each 1186.75 1038.4

Providing and fixing required Stainless Steel Fitting of press fit design of grade
316L as per IS 6911:2017 and conforming to EN-10312 standards with V-profile
and with 0-ring sealing gasket of EPDM material of required dia as per direction of
18.93A Engineer-in-charge. Reducing Tee
18.93A.1 For 22 mm x 15 mm outer dia pipe each 769.3 667.85
18.93A.2 For 28 mm x 15 mm outer dia pipe each 956.65 830.45
18.93A.3 For 28 mm x 22 mm outer dia pipe each 949.95 824.65
18.93A.4 For 35 mm x 15 mm outer dia pipe each 1204.15 1045.35
18.93A.5 For 35 mm x 22 mm outer dia pipe each 1210.85 1051.15
18.93A.6 For 35 mm x 28 mm outer dia pipe each 1224.2 1062.75
18.93A.7 For 42 mm x 22 mm outer dia pipe each 1712.55 1486.7
18.93A.8 For 42 mm x 28 mm outer dia pipe each 1692.5 1469.3
18.93A.9 For 42 mm x 35 mm outer dia pipe each 1725.95 1498.35
18.93A.10 For 54 mm x 22 mm outer dia pipe each 2100.55 1823.55
18.93A.11 For 54 mm x 28 mm outer dia pipe each 2060.4 1788.7
18.93A.12 For 54 mm x 35 mm outer dia pipe each 2073.8 1800.35
18.93A.13 For 54 mm x 42 mm outer dia pipe each 2006.9 1742.25

Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI
304 conforming to JWWA G116 standard with V-profile or M-profile and with O-
ring sealing gasket of EPDM material of required dia as per direction of Engineer-
18.94 in-charge. Male Thread Tee
18.94.1 For 15.88 mm outer dia x 15 mm nominal dia threaded each 239.5 214.9
18.94.2 For 22.22 mm outer dia x 15 mm nominal dia threaded each 267.6 248.55
18.94.3 For 22.22 mm outer dia x 20 mm nominal dia threaded each 274.3 248.55
18.94.4 For 28.58 mm outer dia x 15 mm nominal dia threaded each 365.25 341.5
18.94.5 For 28.58 mm outer dia x 20 mm nominal dia threaded each 365.25 341.5
18.94.6 For 28.58 mm outer dia x 25 mm nominal dia threaded each 365.25 341.5
18.94.7 For 34.00 mm outer dia x 15 mm nominal dia threaded each 584.7 537.75
18.94.8 For 34.00 mm outer dia x 20 mm nominal dia threaded each 584.7 537.75
18.94.9 For 34.00 mm outer dia x 25 mm nominal dia threaded each 584.7 537.75
18.94.10 For 34.00 mm outer dia x 32 mm nominal dia threaded each 584.7 537.75
18.94.11 For 42.70 mm outer dia x 15 mm nominal dia threaded each 913.8 822.35
18.94.12 For 42.70 mm outer dia x 20 mm nominal dia threaded each 913.8 822.35
18.94.13 For 42.70 mm outer dia x 25 mm nominal dia threaded each 913.8 822.35
18.94.14 For 42.70 mm outer dia x 32 mm nominal dia threaded each 913.8 822.35
18.94.15 For 42.70 mm outer dia x 40 mm nominal dia threaded each 913.8 822.35
18.94.16 For 48.60 mm outer dia x 15 mm nominal dia threaded each 1186.75 1038.4
18.94.17 For 48.60 mm outer dia x 20 mm nominal dia threaded each 1186.75 1038.4
18.94.18 For 48.60 mm outer dia x 25 mm nominal dia threaded each 1186.75 1038.4
18.94.19 For 48.60 mm outer dia x 32 mm nominal dia threaded each 1186.75 1038.4
18.94.20 For 48.60 mm outer dia x 40 mm nominal dia threaded each 1186.75 1038.4
18.94.21 For 48.60 mm outer dia x 50 mm nominal dia threaded each 1186.75 1038.4
 Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI
304 conforming to JWWA G116 standard with V-profile or M-profile and with O-
ring sealing gasket of EPDM material of required dia as per direction of Engineer-
18.95 in-charge. Female Thread Tee
18.95.1 For 15.88 mm outer dia x15 mm nominal dia threaded each 239.5 214.9
18.95.2 For 22.22 mm outer dia x 15 mm nominal dia threaded each 267.6 238.1
18.95.3 For 22.22 mm outer dia x 20 mm nominal dia threaded each 267.6 238.1
18.95.4 For 28.58 mm outer dia x 15 mm nominal dia threaded each 365.25 319.4
18.95.5 For 28.58 mm outer dia x 20 mm nominal dia threaded each 365.25 319.4
18.95.6 For 28.58 mm outer dia x 25 mm nominal dia threaded each 365.25 319.4
18.95.7 For 34.00 mm outer dia x 15 mm nominal dia threaded each 584.7 515.7
18.95.8 For 34.00 mm outer dia x 20 mm nominal dia threaded each 584.7 515.7
18.95.9 For 34.00 mm outer dia x 25 mm nominal dia threaded each 584.7 515.7
18.95.10 For 34.00 mm outer dia x 32 mm nominal dia threaded each 584.7 515.7
18.95.11 For 42.70 mm outer dia x 15 mm nominal dia threaded each 913.8 811.9
18.95.12 For 42.70 mm outer dia x 20 mm nominal dia threaded each 913.8 811.9
18.95.13 For 42.70 mm outer dia x 25 mm nominal dia threaded each 913.8 811.9
18.95.14 For 42.70 mm outer dia x 32 mm nominal dia threaded each 913.8 811.9
18.95.15 For 42.70 mm outer dia x 40 mm nominal dia threaded each 913.8 811.9
18.95.16 For 48.60 mm outer dia x 15 mm nominal dia threaded each 1186.75 1050
18.95.17 For 48.60 mm outer dia x 20 mm nominal dia threaded each 1186.75 1050
18.95.18 For 48.60 mm outer dia x 25 mm nominal dia threaded each 1186.75 1050
18.95.19 For 48.60 mm outer dia x 32 mm nominal dia threaded each 1186.75 1050
18.95.20 For 48.60 mm outer dia x 40 mm nominal dia threaded each 1186.75 1050
18.95.21 For 48.60 mm outer dia x 50 mm nominal dia threaded each 1186.75 1050

Providing and fixing required Stainless Steel Fitting of press fit design of grade
316L as per IS 6911:2017 and conforming to EN-10312 standards with V-profile
and with 0-ring sealing gasket of EPDM material of required dia as per direction of
18.95A Engineer-in-charge. Female Thread Tee
18.95A.1 For 15 mm outer dia x 1/2" nominal dia threaded each 749.25 650.45
18.95A.2 For 22mm outer dia x 1/2" nominal dia threaded each 822.85 714.3
18.95A.3 For 22mm outer dia x 3/4" nominal dia threaded each 923.2 801.45
18.95A.4 For 28 mm outer dia x 1/2" nominal dia threaded each 976.7 847.9
18.95A.5 For 28 mm outer dia x 3/4" nominal dia threaded each 1010.15 876.95
18.95A.6 For 28 mm outer dia x 1" nominal dia threaded each 1123.85 975.65
18.95A.7 For 35 mm outer dia x 1/2" nominal dia threaded each 1130.55 981.45
18.95A.8 For 35 mm outer dia x 1-1/4" nominal dia threaded each 1550.65 1346.2
18.95A.9 For 42 mm miter dia x 1-1/4" nominal dia threaded each 1800.85 1563.4
18.95A.10 For 54 mm outer dia x 1-1/2" nominal dia threaded each 2568.85 2230.1
18.95A.11 For 54 mm outer dia x 2" nominal dia threaded each 3086.6 2679.6

Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI
304 conforming to JWWA G116 standard with V-profile or M-profile and with O-
ring sealing gasket of EPDM material of required dia as per direction of Engineer-
18.96 in-charge. Female Thread Connector Adapter
18.96.1 For 15.88 mm outer dia x 15 mm nominal dia threaded each 254.2 226.5
18.96.2 For 22.22 mm outer dia x 15 mmnominal dia threaded each 307.75 267.15
18.96.3 For 22.22 mm outer dia x 20 mm nominal dia threaded each 317.1 278.75
18.96.4 For 28.58 mm outer dia x 15 mm nominal dia threaded each 370.6 321.75
18.96.5 For 28.58 mm outer dia x 20 mm nominal dia threaded each 382.65 336.85
18.96.6 For 28.58 mm outer dia x 25 mm nominal dia threaded each 450.9 411.15
18.96.7 For 34.00 mm outer dia x 25 mm nominal dia threaded each 547.2 476.2
18.96.8 For 34.00 mm outer dia x 32 mm nominal dia threaded each 719.8 627.2
18.96.9 For 42.70 mm outer dia x 32 mm nominal dia threaded each 770.65 689.95
18.96.10 For 42.70 mm outer dia x 40 mm nominal dia threaded each 911.15 806.1
18.96.11 For 48.60 mm outer dia x 40 mm nominal dia threaded each 1121.2 981.45
18.96.12 For 48.60 mm outer dia x 50 mm nominal dia threaded each 1291.1 1131.3

Providing and fixing required Stainless Steel Fitting of press fit design of grade
316L as per IS 6911:2017 and conforming to EN-10312 standards with V-profile
and with 0-ring sealing gasket of EPDM material of required dia as per direction of
18.96A Engineer-in-charge. Female Thread Connector/ Adapter
18.96A.1 For 15 mm outer dia x 1/2" mm nominal dia threaded each 588.7 511.05
18.96A.2 For 22 mm outer dia x 1/2" mm nominal dia threaded each 662.3 574.95
18.96A.3 For 22 mm outer dia x 3/4" mm nominal dia threaded each 776 673.65
18.96A.4 For 28 mm outer dia X 1" nominal dia threaded each 1277.75 1109.25
18.96A.5 For 35 mm outer dia X 1-1/4" nominal dia threaded each 1364.7 1184.75
18.96A.6 For 42 mm outer dia X 1-1/2" nominal dia threaded each 2093.85 1817.75
18.96A.7 For 54 mm outer dia X 2" nominal dia threaded each 3211.05 2787.6

Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI
304 conforming to JWWA G116 standard with V-profile or M-profile and with O-
ring sealing gasket of EPDM material of required dia as per direction of Engineer-
18.97 in-charge. Male Thread Connector Adapter
18.97.1 For 15.88 mm outer dia x 15 mm nominal dia threaded each 258.2 226.5
18.97.2 For 22.22 mm outer dia x 15 mm nominal dia threaded each 303.7 267.15
18.97.3 For 22.22 mm outer dia x 20 mm nominal dia threaded each 331.8 296.2
18.97.4 For 28.58 mm outer dia x 20 mm nominal dia threaded each 418.75 376.35
18.97.5 For 28.58 mm outer dia x 25 mm nominal dia threaded each 428.15 377.5
18.97.6 For 34.00 mm outer dia x 25 mm nominal dia threaded each 616.8 550.55
18.97.7 For 34.00 mm outer dia x 32 mm nominal dia threaded each 755.95 656.25
18.97.8 For 42.70 mm outer dia x 32 mm nominal dia threaded each 868.3 753.8
18.97.9 For 42.70 mm outer dia x 40 mm nominal dia threaded each 971.35 847.9
18.97.10 For 48.60 mm outer dia x 40 mm nominal dia threaded each 1123.85 986.1
18.97.11 For 48.60 mm outer dia x 50 mm nominal dia threaded each 1522.55 1324.1

Providing and fixing required Stainless Steel Fitting o1 press fit design of grade
316L as per IS 6911:2017 and conforming to EN-10312 standard with V-profile and
with 0-ring sealing gasket of EP,DM material of required dia as per direction of
18.97A Engineer-in-charge. Male Thread Connector/ Adapter
18.97A.1 For 15 mm outer dia X 1/2" nominal dia threaded each 541.85 470.4
18.97A.2 For 22 mm outer dia X 1/2" nominal dia threaded each 642.2 557.5
18.97A.3 For 22 mm outer dia X 3/4" nominal dia threaded each 675.65 586.55
18.97A.4 For 28 mm outer dia X 1" nominal dia threaded each 889.75 772.4
18.97A.5 For 35 mm outer dia X 1-1/4" nominal dia threaded each 1297.8 1126.65
18.97A.6 For 42 mm outer dia X 1-1/2"nominal dia threaded each 1893.2 1643.5
18.97A.7 For 54 mm outer dia X 2" nominal dia threaded each 2535.4 2201.05

Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI
304 conforming to JWWA G116 standard with V-profile or M-profile and with O-
ring sealing gasket of EPDM material of required dia as per direction of Engineer-
18.98 in-charge. Valve Connector
18.98.1 For 15.88 mm outer dia x 15 mm nominal dia threaded each 313.1 272.95
18.98.2 For 22.22 mm outer dia x 15 mm nominal dia threaded each 369.25 325.2
18.98.3 For 22.22 mm outer dia x 20 mm nominal dia threaded each 394.7 358.9
18.98.4 For 28.58 mm outer dia x 25 mm nominal dia threaded each 567.3 493.65
18.98.5 For 34.00 mm outer dia x 32 mm nominal dia threaded each 841.55 748
18.98.6 For 42.70 mm outer dia x 40 mm nominal dia threaded each 1170.7 1022.1
18.98.7 For 48.60 mm outer dia x 50 mm nominal dia threaded each 1573.4 1403.1

Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI
304 conforming to JWWA G116 standard with V-profile or M-profile and with O-
ring sealing gasket of EPDM material of required dia as per direction of Engineer-
18.99 in-charge. Female Threaded Elbow 90°
18.99.1 For 15.88 mm outer dia x 15 mm nominal dia threaded each 200.7 184.7
18.99.2 For 22.22 mm outer dia x 15 mm nominal dia threaded each 255.55 247.4
18.99.3 For 22.22 mm outer dia x 20 mm nominal dia threaded each 255.55 247.4
18.99.4 For 25.58 mm outer dia x 25 mm nominal dia threaded each 274.3 248.55
18.99.5 For 34.00 mm outer dia x 32 mm nominal dia threaded each 384 341.5
18.99.6 For 42.70 mm outer dia x 32 mm nominal dia threaded each 639.55 557.5
18.99.7 For 42.70 mm outer dia x 40 mm nominal dia threaded each 639.55 557.5
18.99.8 For 48.60 mm outer dia x 40 mm nominal dia threaded each 913.8 822.35
18.99.9 For 48.60 mm outer dia x 50 mm nominal dia threaded each 913.8 822.35

Providing and fixing required Stainless Steel Fitting of press fit design of grade
316L as per IS 6911:2017 and conforming to EN-10312 standard with V-profile and
with 0-ring sealing gasket of EPDM material of required dia as per direction of
18.99A Engineer-in-charge. Female Threaded Elbow 90°
18.99A.1 For 15 mm outer dia X 1/2" nominal dia threaded each 856.3 743.35
18.99A.2 For 22 mm outer dia X 3/4" nominal dia threaded each 1150.65 998.9
18.99A.3 For 28mm outer dia X 1" nominal dia threaded each 1578.75 1370.55
18.99A.4 For 35mm outer dia X 1-1/4" nominal dia threaded each 2564.85 2226.6
18.99A.5 For 42mm outer dia X 1-1/2" nominal dia threaded each 2793.6 2425.2
18.99A.6 For 54mm outer dia X 2" nominal dia threaded each 4317.5 3748.15

Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI
304 conforming to JWWA G116 standard with V-profile or M-profile and with O-
ring sealing gasket of EPDM material of required dia as per direction of Engineer-
18.100 in-charge. Male Threaded Elbow 90°
18.100.1 For 15.88 mm outer dia x 15 mm nominal dia threaded each 255.55 226.5
18.100.2 For 22.22 mm outer dia x 15 mm nominal dia threaded each 274.3 260.2
18.100.3 For 22.22 mm outer dia x 20 mm nominal dia threaded each 274.3 260.2
18.100.4 For 28.58 mm outer dia x 25 mm nominal dia threaded each 274.3 260.2
18.100.5 For 34.00 mm outer dia x 25 mm nominal dia threaded each 384 336.85
18.100.6 For 34.00 mm outer dia x 32 mm nominal dia threaded each 384 336.85
18.100.7 For 42.70 mm outer dia x 32 mm nominal dia threaded each 639.55 557.5
18.100.8 For 42.70 mm outer dia x 40 mm nominal dia threaded each 639.55 557.5
18.100.9 For 48.60 mm outer dia x 40 mm nominal dia threaded each 913.8 806.1
18.100.10 For 48.60 mm outer dia x 50 mm nominal dia threaded each 913.8 806.1

Providing and fixing required Stainless Steel Fitting of press fit design of grade
316L as per IS 6911:2017 and conforming to EN-10312 standard with V-profile
and with 0-ring sealing gasket of EPDM material of required dia as per direction of
18.100A Engineer-in-charge. Male Threaded Elbow 90°
18.100A.1 For 15mm outer dia X 1/2" nominal dia threaded each 702.4 609.8
18.100A.2 For 22mm outer dia X 3/4" nominal dia threaded each 1056.95 917.6
18.100A.3 For 28mm outer dia X 1" nominal dia threaded each 1398.15 1213.75
18.100A.4 For 35mm outer dia X 1-1/4" nominal dia threaded each 1926.65 1672.55
18.100A.5 For 42mm outer dia X 1-1/2" nominal dia threaded each 3525.45 3060.55
18.100A.6 For 54mm outer dia X 2" mm nominal dia threaded each 4011.15 3482.2

Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI
304 conforming to JWWA G116 standard with V-profile or M-profile and with O-
ring sealing gasket of EPDM material of required dia as per direction of Engineer-
18.101 in-charge. Cap
18.101.1 For 15.88 mm outer dia pipe each 60.2 55.75
18.101.2 For 22.22 mm outer dia pipe each 85.65 81.3
18.101.3 For 28.58 mm outer dia pipe each 112.4 104.55
18.101.4 For 34.00 mm outer dia pipe each 218.1 202.1
18.101.5 For 42.70 mm outer dia pipe each 315.75 289.2
18.101.6 For 48.60 mm outer dia pipe each 400.05 375.15

Providing and fixing required Stainless Steel Fitting of press fit design of grade
316L as'per IS 6911:2017 and conforming to EN-10312 standard with V-profile and
with 0-ring sealing gasket of EPDM material of required dia as per direction of
18.101A Engineer-in-charge. Cap
18.101A.1 For 15 mm outer dia pipe each 428.15 371.7
18.101A.2 For 22 mm outer dia pipe each 555.25 482
18.101A.3 For 28 mm outer dia pipe each 689.05 598.15
18.101A.4 For 35 mm outer dia pipe each 963.3 836.3
18.101A.5 For 42 mm outer dia pipe each 2093.85 1817.75
18.101A.6 For 54 mm outer dia pipe each 2301.25 1997.8

Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI
304 conforming to JWWA G116 standard with V-profile or M-profile and with O-
ring sealing gasket of EPDM material of required dia as per direction of Engineer-
18.102 in-charge. Pipe Bridge
18.102.1 For 15.88 mm outer dia pipe each 286.3 255.55
18.102.2 For 22.22 mm outer dia pipe each 362.6 335.65
18.102.3 For 28.58 mm outer dia pipe each 544.55 480.85

Providing and fixing required Stainless Steel Fitting of press fit design of grade
316L as per IS 6911:2017 and conforming to EN-10312 standard with V-profile and
with 0-ring sealing gasket of EPDM material of required dia as per direction of
18.102A Engineer-in-charge. Pipe Bridge
18.102A.1 For 15 mm outer dia pipe each 555.25 482
18.102A.2 For 22 mm outer dia pipe each 1485.1 1289.25
18.102A.3 For 28 mm outer dia pipe each 2041.7 1772.45

Providing and fixing required Stainless Steel Fitting of press fit design of grade
316L as per IS 6911:2017 and conforming to EN-10312 standard with V-profile and
with 0-ring sealing gasket of EPDM material of required dia as per direction of
18.103 Engineer-in-charge. Male Union
18.103.1 For 15mm outer dia X 1/2" nominal dia threaded each 1184.05 1027.95
18.103.2 For 22mm outer dia X 1/2" nominal dia threaded each 1197.45 1039.55
18.103.3 For 22mm outer dia X 3/4" nominal dia threaded each 1371.4 1190.55
18.103.4 For 28mm outer dia X 1" nominal dia threaded each 2415 2096.5
18.103.5 For 35mm outer dia X 1-1/4" nominal dia threaded each 2522 2189.45
18.103.6 For 42mm outer dia X 1-1/2" nominal dia threaded each 2849.8 2474
18.103.7 For 54mm outer dia X 2" nominal dia threaded each 4923.6 4274.3
 Providing and fixing required Stainless Steel Fitting of press fit design of grade
316L as per IS 6911:2017 and conforming to EN-10312 standard with V-profile and
with 0-ring sealing gasket of EPDM material of required dia as per direction of
18.104 Engineer-in-charge. Female Union
18.104.1 For 22 mm outer dia X 3/4" nominal dia threaded each 1271.05 1103.45
18.104.2 For 28mm outer dia X 1" nominal dia threaded each 1712.55 1486.7

Providing and fixing required Stainless Steel Fitting of press fit design of grade
316L as per IS 6911:2017 and conforming to EN-10312 standard with V-profile
and with 0-ring sealing gasket of EPDM material of required dia as per direction of
18.105 Engineer-in-charge. Female Transition Elbow / FTE
18.105.1 For 15mm outer dia X 1/2" nominal dia threaded each 868.3 753.8
18.105.2 For 22mm outer dia X 1/2" nominal dia threaded each 1204.15 1045.35
18.105.3 For 22mm outer dia X 3/4" nominal dia threaded each 1164 1010.5
19 DRAINAGE
Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture
of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing
19.1 of joints etc. complete :
19.1.1 100 mm diameter metre 317.05 307.25
19.1.2 150 mm diameter metre 500.2 487.2
19.1.3 200 mm diameter metre 794.25 693.2
19.1.4 250 mm diameter metre 1173.7 1081.95
19.1.5 300 mm diameter metre 1607.15 1492.45
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded
stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as
19.2 per standard design :
19.2.1 100 mm diameter S.W. pipe metre 817 677.85
19.2.2 150 mm diameter S.W. pipe metre 999.15 829
19.2.3 200 mm diameter S.W. pipe metre 1164.8 966.4
19.2.4 250 mm diameter S.W. pipe metre 1346.95 1117.55
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded
stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed
19.3 concrete as per standard design :
19.3.1 100 mm diameter S.W. pipe metre 388.3 322.15
19.3.2 150 mm diameter S.W. pipe metre 629.3 522.15
19.3.3 200 mm diameter S.W. pipe metre 739.7 613.75
19.3.4 250 mm diameter S.W. pipe metre 861.15 714.5
19.3.5 300 mm diameter S.W. pipe metre 993.65 824.4

Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I.
grating brick masonry chamber with water tight C.I. cover with frame of 300 x300
mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not
19.4 less than 2.70 kg as per standard design:
19.4.1 100x100 mm size P type

19.4.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 2307 2073.25
19.4.1.2 With Sewer bricks conforming to IS : 4885 each 2311.05 1976.85
19.4.2 150 x 100 mm size P type

19.4.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 2317.4 2094.55
19.4.2.2 With sewer bricks conforming to IS : 4885 each 2321.45 1998.15
19.4.3 180x150 mm size P type
19.4.3.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 2409.6 2151.8
19.4.3.2 With Sewer bricks conforming to IS : 4885 each 2413.65 2055.4
Dismantling of old S.W. pipes including breaking of joints and bed concrete
stacking of useful materials near the site within 50 m lead and disposal of
19.5 unserviceable materials into municipal dumps :
19.5.1 100 mm diameter metre 63.45 51.55
19.5.2 150 mm diameter metre 70.2 57
19.5.3 200 mm diameter metre 74.65 60.65
19.5.4 250 mm diameter metre 79.15 64.25
19.5.5 300 mm diameter metre 83.6 67.9
19.5.6 350 mm diameter metre 96.3 78.2
19.5.7 400 mm diameter metre 105.25 85.5
19.5.8 450 mm diameter metre 109.75 89.15

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars
jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2
19.6 fine sand) including testing of joints etc. complete :
19.6.1 100 mm dia. R.C.C. pipe metre 415.75 376.05
19.6.2 150 mm dia. R.C.C. pipe metre 462.6 411.85
19.6.3 250 mm dia. R.C.C. pipe metre 754.45 669.65
19.6.4 300 mm dia. R.C.C. pipe metre 863.65 751.85
19.6.5 450 mm dia. R.C.C. pipe metre 1392.7 1222.1
19.6.6 500 mm dia. R.C.C. pipe metre 1656.95 1450.55
19.6.7 600 mm dia. R.C.C. pipe metre 1948.35 1731.35
19.6.8 700 mm dia. R.C.C. pipe metre 2533.05 2191.65
19.6.9 800 mm dia. R.C.C. pipe metre 3022.85 2635.65
19.6.10 900 mm dia. R.C.C. pipe metre 4090.55 3560.05
19.6.11 1000 mm dia. R.C.C. pipe metre 4800.35 4155.8
19.6.12 1100 mm dia. R.C.C. pipe metre 5393.75 4665.45
19.6.13 1200 mm dia. R.C.C. pipe metre 6046.8 5246.05

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse

sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) :
3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1
cement : 4 coarse sand (Zone-III) : 8 graded stone aggregate 40 mm nominal size),
inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand)
finished with floating coat of neat cement and making channels in cement concrete
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
19.7 finished with a floating coat of neat cement complete as per standard design :

Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty)
455x610 mm internal dimensions, total weight of cover and frame to be not less than
19.7.1 38 kg (weight of cover 23 kg and weight of frame 15 kg) :

19.7.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 10905.05 9677.35
19.7.1.2 With Sewer bricks conforming to IS : 4885 each 10915.65 9425.2

Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium
duty) 500 mm internal diameter, total weight of cover and frame to be not less than
19.7.2 116 kg (weight of cover 58 kg and weight of frame 58 kg) :

19.7.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 22939.65 20520.9
19.7.2.2 With Sewer bricks conforming to IS : 4885 each 22968.6 19831.2

Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty)
560 mm internal diameter, total weight of cover and frame to be not less than 208 kg
19.7.3 (weight of cover 108 kg and weight of frame 100 kg) :

19.7.3.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 28632.25 25530.9
19.7.3.2 With Sewer bricks conforming to IS : 4885 each 28657.15 24937.55
19.8 Extra for depth for manholes :
19.8.1 Size 90x80 cm

19.8.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 metre 7503 6971.1
19.8.1.2 With Sewer bricks conforming to IS : 4885 metre 7533.8 6236.9
19.8.2 Size 120x90 cm

19.8.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 metre 8994.6 8355.15
19.8.2.2 With Sewer bricks conforming to IS : 4885 metre 9031.3 7480

Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and
0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement
plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with
a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse
sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel
in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20
mm nominal size) finished with a floating coat of neat cement, all complete as per
19.9 standard design :

0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation)
560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame
to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse
sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering
all complete. (Excavation, foot rests and 12mm thick cement plaster at the external
19.9.1 surface shall be paid for separately) :

19.9.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 11038.1 9772.15
19.9.1.2 With Sewer bricks conforming to IS : 4885 each 11033.75 9347.75
Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m
19.10 to 1.67 m

19.10.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 metre 6448.4 5983.55
19.10.2 With Sewer bricks conforming IS : 4885 metre 6474.15 5368.75

Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56
m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12
mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating
coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded
stone aggregate 40 mm nominal size) and making necessary channel in cement
concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal
size) finished with a floating coat of neat cement, all complete as per standard
19.11 design :

1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation)
560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame
to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand :
4 graded stone aggregate 20 mm nominal size) including centering, shuttering all
complete. (Excavation, foot rests and 12 mm thick cement plaster at the external
19.11.1 surface shall be paid for separately) :
19.11.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 21235.65 18923.35
19.11.1.2 With Sewer bricks conforming IS : 4885 each 21254.9 17935.3
Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m
19.12 to 2.29 m :

19.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 metre 8368.4 7769.15
19.12.2 With Sewer bricks conforming IS : 4885 metre 8402 6966.7

Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56
m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster
12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a
floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6
graded stone aggregate 40 mm nominal size) and making necessary channel in
cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size) finished with a floating coat of neat cement, all complete as per
19.13 standard design :

2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation)
560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame
to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand :
4 graded stone aggregate 20 mm nominal size) including centering, shuttering all
complete. (Excavation, foot rests and 12 mm thick cement plaster at the external
19.13.1 surface shall be paid for separately) :

19.13.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 45459.15 40896.4
19.13.1.2 With Sewer bricks conforming IS : 4885 each 45531.9 38104.45
Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m
19.14 :

19.14.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 metre 19514.3 18191.2
19.14.2 With Sewer bricks conforming IS : 4885 metre 19601.35 16116.15
Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement
concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm
19.15 nominal size) as per standard design :
19.15.1 With 20x20 mm square bar each 422.2 400.5
19.15.2 With 20 mm diameter round bar each 383.7 354.95

Providing orange colour safety foot rest of minimum 6 mm thick plastic

encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786,
having minimum cross section as 23 mmx25 mm and over all minimum length 263
mm and width as 165 mm with minimum 112 mm space between protruded legs
having 2 mm tread on top surface by ribbing or chequering besides necessary and
adequate anchoring projections on tail length on 138 mm as per standard drawing
and suitable to with stand the bend test and chemical resistance test as per
specifications and having manufacture's permanent identification mark to be visible
even after fixing, including fixing in manholes with 30x20x15 cm cement concrete
block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal
19.16 size) complete as per design. each 463.05 414.35

Replacement of M.S. foot rests in manholes including dismantling concrete blocks

and fixing with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse
19.17 sand : 6 graded stone aggregate 20 mm nominal size):
19.17.1 With 20x20 mm square bar each 516.4 486.45
19.17.2 With 20 mm diameter round bar each 477.9 440.9
19.18 Supplying and fixing C.I. cover without frame for manholes :
 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not
19.18.1 less than 23 kg each 1326.25 1146.35
500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less
19.18.2 than 58 kg each 3202.9 2775.5
560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than
19.18.3 108 kg each 6822.4 6025.7
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of
19.19 required shape and approved quality
19.19.1 L D- 2.5
19.19.1.1 Rectangular shape 600x450 mm internal dimensions each 1228.9 1068.25
19.19.1.2 Square shape 450 mm internal dimensions each 1027.25 892.85
19.19.1.3 Circular shape 450 mm internal diameter each 1027.25 892.85
19.19.2 M D - 10
19.19.2.1 Square shape 450 mm internal dimension each 1230.6 1069.7
19.19.2.2 Circular shape 500 mm internal diameter each 1035.6 900.1
19.19.3 H D - 20
19.19.3.1 Circular shape 560 mm internal diameter each 1471.5 1278.5
19.19.4 EHD - 35
19.19.4.1 Circular shape 560 mm internal dia each 1859.5 1615.35
Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard
19.20 pattern) the weight of cover to be not less than 4.5 kg each 667.8 578.5

Making connection of drain or sewer line with existing manhole including breaking
into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2
coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on
both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a
floating coat of neat cement and making necessary channels for the drain etc.
19.21 complete :
19.21.1 For pipes 100 to 250 mm diameter each 623.5 558.45
19.21.2 For pipes 250 to 300 mm diameter each 717.3 640.85
19.21.3 For pipes 350 to 450 mm diameter each 1035.45 924.95

Providing sand cast iron drop connection externally for 60 cm drop from branch
sewer line to main sewer manhole including inspection and cleaning eye with chain
and lid, sand cast iron drop pipe and bend encased all-round with cement concrete
1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) with
all centering and shuttering required, cutting holes in walls and making good with
brick work in cement mortar 1:4 (1 cement : 4 coarse sand) plastered with cement
mortar 1:3 (1 cement : 3 coarse sand) on inside of the manhole wall, lead caulked
joints between sand cast iron pipes and fittings, stiff cement mortar 1:1 (1 cement : 1
fine sand) joints between sand cast iron tee and S.W. pipe, making required channels
19.22 complete as per standard design and specifications :
19.22.1 100 mm dia sand cast iron drop connection each 9334.2 8272.9
19.22.2 150 mm dia sand cast iron drop connection each 12833.35 11283

19.23 Extra for depths beyond 60 cm of sand cast iron drop connection complete:
19.23.1 For 100 mm dia sand cast iron drop connection metre 2632.4 2299.75
19.23.2 For 150 mm dia sand cast iron drop connection metre 3418.9 2983.3

Dismantling of manhole including R.C.C. top slab, C.I. cover with frame, including
stacking of useful materials near the site and disposal of unserviceable materials
19.24 within 50 m lead as per direction of Engineer-in-charge:
19.24.1 Rectangular manhole 90x80 cm and 45 cm deep each 1815.85 1476.35
19.24.2 Rectangular manhole 120x90 cm and 90 cm deep each 3196.3 2597.85
19.24.3 Rectangular arch type manhole 140x90 cm and 2.45 m deep each 6046.6 4914.5
19.24.4 Circular manhole 122 cm diameter and 1.68 m deep each 4624.55 3759.6
19.25 Extra for depth of manholes dismantled :
19.25.1 Rectangular manhole 90x80 cm and beyond 45 cm depth metre 1460.05 1186.4
19.25.2 Rectangular manhole 120x90 cm and beyond 90 cm depth metre 1739.35 1413.25
Rectangular arch type manhole 140x90 cm and beyond 2.45 m depth (up to 4.25 m
19.25.3 depth) metre 1409.8 1145.3

19.25.4 Circular manhole 122 cm diameter and beyond 1.68 m depth (up to 2.29 m depth) metre 1590.55 1292.05
Raising manhole cover and frame slab to required level including dismantling
existing slab and making good the damage as required (Raising depth of manhole to
19.26 be paid separately) :
Rectangular manhole 90x80 cm with rectangular cover 600 x 450 mm of grade LD -
19.26.1 2.5 each 2457.95 2120.75

19.26.2 Rectangular manhole 120x90 cm with circular cover 500 mm dia of grade MD - 10 each 3871.15 3344.85

19.26.3 Rectangular manhole 120x90 cm with circular cover 560 mm dia of grade HD - 20 each 3600.25 3111.25

19.26.4 Circular manhole 140 cm dia with circular cover 600 mm dia of grade EHD - 35 each 297.6 254.7

Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement
mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C.
19.27 horizontal grating with frame complete as per standard design :

19.27.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 5209.1 4646.4
Constructing brick masonry road gully chamber 45x45x77.5 cm with bricks in
cement mortar 1:4 (1 cement : 4 coarse sand ) with precast R.C.C. vertical grating
19.28 complete as per standard design :

19.28.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 5794.85 5271.9

Constructing brick masonry road gully chamber 110x50x77.5 cm with bricks in

cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm precast R.C.C.
19.29 horizontal grating with frame and vertical grating complete as per standard design :

19.29.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 9849.15 8868.4

Constructing brick masonry chamber for underground C.I. inspection chamber and
bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with
frame (light duty) 455x610 mm internal dimensions, total weight of cover with
frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg),
R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone
aggregate 20 mm nominal size), foundation concrete 1:5:10 fine sand : 10 graded
stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement
mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat
19.30 cement on walls and bed concrete etc. complete as per standard design:
19.30.1 Inside dimensions 455x610 mm and 45 cm deep for single pipe line :

19.30.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 6061.95 5354.6
Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two
19.30.2 inlets :

19.30.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 6879 6132.55
Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more
19.30.3 inlets :
19.30.3.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 8079.3 7214.75
19.31 Extra for depth beyond 45 cm of brick masonry chamber :
19.31.1 For 455x610 mm size

19.31.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 metre 3979.1 4843.35
19.31.2 For 500x700 mm size

19.31.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 metre 5686.3 5285.85
19.31.3 For 600x850 mm size

19.31.3.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 metre 6626.55 6158.3
Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey
comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete
19.32 as per standard design.

19.32.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 25278.75 20808.2

Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain
19.33 pipe 100 mm diameter and 1.20 m long complete as per standard design. each 2608 2065.3

Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement
19.34 mortar 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :
19.34.1 100 mm dia each 365.65 320.7
19.34.2 150 mm dia each 494.75 435.05

Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes
including collars/spigot jointed with stiff mixture of cement mortar in the proportion
19.35 of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete
19.35.1 450 mm dia RCC pipes. metre 2323.9 1991.4
19.35.2 600 mm dia RCC pipes. metre 2984.55 2556.1
19.35.3 900 mm dia RCC pipes. metre 4695.35 4039.5
19.35.4 1000 mm dia RCC pipes. (Laying by manual/ machanical means) metre 5816.3 4992.35
19.35.5 1200 mm dia RCC pipes. (Laying by manual/ machanical means) metre 7726.75 6776.05
19.35.6 1800 mm dia RCC pipes. (Laying by manual/ machenical means) metre 14056.15 12088.25

Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including
collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1
19.36 cement : 2 fine sand) including testing of joints etc. complete
19.36.1 450 mm dia RCC pipes. metre 2641 2280.65
19.36.2 600 mm dia RCC pipes. metre 3406 2959.1
19.36.3 900 mm dia RCC pipes. metre 6493.55 5580.8
19.36.4 1000 mm dia RCC pipes. (Laying by manual/ machanical means) metre 8064.05 6916.95
19.36.5 1200 mm dia RCC pipes. (Laying by manual/ machanical means) metre 9693.5 8310.4
19.36.6 1800 mm dia RCC pipes. (Laying by manual/ machanical means) metre 19571 16868.35
20 PILE WORK

Providing, driving with hydraulic piling rigs with power units and installing driven
cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter
and length below the pile cap, to carry safe working load not less than specified,
excluding the cost of steel reinforcement but including the cost of shoe and the
length of pile to be embedded in the pile cap etc. all complete. (Length of pile for
20.1 payment shall be measured from top of shoe to the bottom of pile cap) :
20.1.1 400 mm dia piles metre 2244.1 2053.9
20.1.2 450 mm dia piles metre 2735.65 2515.9
20.1.3 500 mm dia piles metre 3292.75 3035.05
20.1.4 550 mm dia piles metre 3601.45 3306.45
20.1.5 750 mm dia piles metre 6181.15 5648.5
20.1.6 1000 mm dia piles metre 10301.15 9363.8
20.1.7 1200 mm dia piles metre 13457.45 12163.5
20.1.8 1500 mm dia piles metre 19169.55 17234.6

Boring, providing and installation bored cast-in-situ reinforced cement concrete

piles of grade M-25 of specified diameter and length below the pile cap, to carry a
safe working load not less than specified, excluding the cost of steel reinforcement
but including the cost of boring with bentonite solution and temporary casing of
appropriate length for setting out and removal of same and the length of the pile to
be embedded in the pile cap etc. by percussion drilling using Direct mud circulation
(DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all
complete, including removal of excavated earth with all its lifts and leads (length of
pile for payment shall be measured up to bottom of pile cap). Note: Truck Mounted
20.2 rotary/TMR/Tubewell boring machine shall not be used .
20.2.1 450 mm dia piles metre 1806.15 1672.45
20.2.2 500 mm dia piles metre 2123.95 1966.6
20.2.3 600 mm dia piles metre 2911.1 2673.4
20.2.4 750 mm dia piles metre 4482.3 4069.15

Boring, providing and installation bored cast-in-situ reinforced cement concrete

piles of garde M-25 of specified diameter and length below pile cap, to carry a safe
working load not less than specified, excluding the cost of steel reinforcement but
including the cost of boring with bentonite solution and temporary casing of
appropriate length for setting out and removal of same and the length of the pile to
be embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic
pilling Rig all complete, including removal of excavated earth with all its lifts and
leads (length of pile for payment shall be measured up to bottom of pile cap). Note:
20.2A Truck Mounted rotary/TMR/Tubewell boring machine shall not be used .
20.2A.1 600 mm dia piles metre 4225.6 3928.35
20.2A.2 750 mm dia piles metre 6118.15 5630.95
20.2A.3 1000 mm dia piles metre 10281.35 9440.65
20.2A.4 1200 mm dia piles metre 13588.9 12413
20.2A.5 1500 mm dia piles metre 19670.35 17885.65

Boring with hydraulic piling rigs with power units, providing and installing cast in
situ single under reamed piles of specified diameter and length below pile cap in M-
25 cement concrete, to carry a safe working load not less than specified, excluding
the cost of steel reinforcement but including the cost of boring with bentonite
solution and the length of the pile to be embedded in pile cap etc. all complete.
20.3 (Length of pile for payment shall be measured upto to the bottom of pile cap) :
20.3.1 300 mm dia piles metre 2387.4 2266
20.3.2 400 mm dia piles metre 2951.1 2761.45
20.3.3 450 mm dia piles metre 3287.3 3056.05
20.3.4 550 mm dia piles metre 3689.9 3409.4

Extra over single under ream for providing additional bulbs in under reamed piles,
20.4 under specified diameter(only the nos. of extra bulbs are to be paid)
20.4.1 300 mm dia piles each 1931.85 1748.7
20.4.2 400 mm dia piles each 2183.65 1969.25
20.4.3 450 mm dia piles each 2335.5 2102.2
20.4.4 550 mm dia piles each 2558.2 2291.45

Providing, driving (with vibrating pile driving hammer complete with power units &
accessories) and installing driven Pre-cast reinforced cement concrete piles of
specified diameter and length below the pile cap in M-25 cement concrete to carry
safe working load not less than specified with a central through preformed hole with
M.S. black pipe of dia, 40 mm for grouting with cement sand grouting of mix 1:2
(1cement : 2 coarse sand) under sufficient positive pressure to ensure complete
filling including centring, shuttering, driving and removing the steel casing pipe and
lifting casing etc. complete but excluding the cost of steel reinforcement. (Length of
20.5 pile for payment shall be measured from top of the shoe to the bottom of pile cap).
20.5.1 400 mm dia piles metre 3056.3 2694.3
20.5.2 450 mm dia piles metre 3853.8 3389.55
20.5.3 500 mm dia piles metre 4027.1 3563
20.5.4 550 mm dia piles metre 4593.1 4069.5
20.5.5 750 mm dia piles metre 8798.75 7832.85
20.5.6 1000 mm dia piles metre 12105.6 10791.95

Vertical load testing of piles in accordance with IS 2911 (Part IV) including
installation of loading platform by Kentledge/Anchor piles method and preparation
of pile head or construction of test cap and dismantling of test cap after test etc.
complete as per specification & the direction of Engineer in-charge. Note: 1. Initial
and Routine Load Test shall not be carried out by Dynamic method of testing. Note:
2. Testing agency shall submit the design of loading platform for the approval of
20.6 Engineer-in-charge.
20.6.1 Single pile upto 50 tonne Safe capacity
20.6.1.1 Initial test (Test Load 2.5 times the Safe capacity) per test 53517.5 44833.9
20.6.1.2 Routine test (Test Load 1.5 times the Safe capacity) per test 20069.05 16121.6
20.6.2 Single pile above 50 tonne and upto 100 tonne Safe capacity
20.6.2.1 Initial test (Test Load 2.5 times the Safe capacity) per test 60207.2 50099
20.6.2.2 Routine test (Test Load 1.5 times the Safe capacity) per test 30772.55 26497.3
20.6.3 Group of two or more piles upto 50 tonne Safe capacity
20.6.3.1 Initial test (Test Load 2.5 times the Safe capacity) per test 66896.9 57532.6
20.6.3.2 Routine test (Test Load 1.5 times the Safe capacity) per test 39469.15 33180.55

Cyclic vertical load testing of pile in accordance with IS Code of practice IS:2911
20.7 (part IV) by Kentledge method including preparation of pile head etc for.
20.7.1 Single pile
20.7.1.1 Upto 50 tonne Safe capacity pile per test 20069.05 16121.6
20.7.1.2 Above 50 tonne and upto 100 tonne Safe capacity pile per test 30772.55 26497.3
20.7.2 Group of two or more piles
20.7.2.1 Upto 400 tonne Safe capacity of group per test 39469.15 33180.55

Lateral load testing of single pile in accordance with IS Code of practice IS : 2911
20.8 (Part IV) for determining safe allowable lateral load on pile :
20.8.1 Upto 50 tonne capacity pile per test 20069.05 16121.6
20.8.2 Above 50 tonne and upto 100 tonne capacity pile per test 31575.35 26869
 Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test
method in accordance with IS 14893 including surface preparation of pile top by
removing soil, mud, dust & chipping lean concrete lumps etc. and use of
computerised equipment and high skill trained personal for conducting the test &
submission of results, all complete as per direction of Engineer-in-charge. Note :-
The inclusion of the above item in the schedule of work shall be judiciously decided
by the technical sanctioning authority, keeping in view the quality control, type of
20.9 soil strata & importance of the project. per test 938.9 826
21 ALUMINIUM WORK

Providing and fixing aluminium work for doors, windows, ventilators and partitions
with extruded built up standard tubular sections/ appropriate Z sections and other
sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash
fasteners of required dia and size, including necessary filling up the gaps at
junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket
etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed
mechanically wherever required including cleat angle, Aluminium snap beading for
glazing / paneling, C.P. brass / stainless steel screws, all complete as per
architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling
21.1 and dash fasteners to be paid for separately) :
21.1.1 For fixed portion
Anodised aluminium (anodised transparent or dyed to required shade according to
21.1.1.1 IS: 1868, Minimum anodic coating of grade AC 15) kg 423.95 373.95

21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) kg 456.3 402
Polyester powder coated aluminium (minimum thickness of polyester powder
21.1.1.3 coating 50 micron) kg 464.7 409.35

For shutters of doors, windows & ventilators including providing and fixing hinges/
pivots and making provision for fixing of fittings wherever required including the
cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for
21.1.2 separately)
Anodised aluminium (anodised transparent or dyed to required shade according to
21.1.2.1 IS: 1868, Minimum anodic coating of grade AC 15) kg 513.4 451

21.1.2.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) kg 546.35 479.6
Polyester powder coated aluminium (minimum thickness of polyester powder
21.1.2.3 coating 50 micron) kg 554.95 487.1

Providing and fixing 12 mm thick prelaminated particle board flat pressed three
layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in
panelling fixed in aluminum doors, windows shutters and partition frames with C.P.
brass / stainless steel screws etc. complete as per architectural drawings and
21.2 directions of engineer-in-charge.
Pre-laminated particle board with decorative lamination on one side and balancing
21.2.1 lamination on other side sqm 997.7 823.4
21.2.2 Pre-laminated particle board with decorative lamination on both sides sqm 1046.9 814.9

Providing and fixing glazing in aluminium door, window, ventilator shutters and
partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the
architectural drawings and the directions of engineer-in-charge . (Cost of aluminium
21.3 snap beading shall be paid in basic item):

21.3.1 With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) sqm 999.6 856.75

21.3.2 With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) sqm 1296.4 1120.8

21.3.3 With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) sqm 1462.35 1268.65
 Providing and fixing double action hydraulic floor spring of approved brand and
manufacture conforming to IS : 6315, having brand logo embossed on the body /
plate with double spring mechanism and door weight upto 125 kg, for doors,
including cost of cutting floors, embedding in floors as required and making good
the same matching to the existing floor finishing and cover plates with brass pivot
and single piece M.S. sheet outer box with slide plate etc. complete as per the
21.4 direction of Engineer-in-charge.
21.4.1 With stainless steel cover plate minimum 1.25 mm thickness each 2412.5 2104.7
21.4.2 With brass cover plate minimum 1.25 mm thickness each 2573.05 2244.1

Providing and fixing powder coated aluminium work (minimum thickness of

powder coating 50 micron) consisting of tee/ angle sections, of approved make
conforming to IS : 733 in frames of false ceiling including aluminium angle cleats
with necessary C.P. brass/ stainless steel sunk screws, aluminium perimeter angles
fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing
the frame work to G.I. level adjusting hangers 6 mm dia. with necessary cadmium
plated machine screws all complete as per approved architectural drawings and
direction of the Engineer-in-charge (level adjusting hangers, ceiling cleats and
21.5 expansion hold fasteners to be paid for separately). kg 670.85 579.5

Providing and fixing 6 mm dia. G.I. level adjusting hangers (upto 1200mm length),
fixed to roof slabs by means of ceiling cleats made out of G.I. flat 40x3mm size 60
mm long and stainless steel expandable dash fastener of 12.5 mm dia and 50 mm
21.6 long, complete as per direction of Engineer-in-charge. each 69.95 61.65

Providing and fixing machine moulded aluminium covering of approved pattern &
design, made out of machine cut aluminium sheet and machine holed for receiving
dash fastener, over expansion joints on vertical surfaces/ceiling floors, the fixing on
plate in one row on one side of joint only shall be done with stainless steel dash
fasteners of 8 mm dia and 75 mm long bolt including providing aluminium washers
2 mm thick & 15 mm dia , at a staggered pitch of 200mm centre to centre including
drilling holes in the receiving surface and providing expandable plastic sleeves in
21.7 holes etc. complete as per direction of Engineer-in-charge.

Anodised aluminium sheet 2.5mm thick (anodised transparent or dyed to required

21.7.1 shade according to IS: 1868, Minimum anodic coating of grade AC 15) kg 582.05 516.55
Powder coated aluminium sheet 2.5mm thick (minimum thickness of powder
21.7.2 coating 50 micron) kg 614.35 544.6

Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by
providing weather silicon sealant over backer rod of approved quality as per
21.8 architectural drawings and direction of Engineer-in-charge complete.
21.8.1 Upto 5mm depth and 5 mm width metre 79.45 70.2
Extra for applying additional anodic coating AC 25 instead of AC 15 to aluminium
21.9 extruded sections.
21.9.1 For fixed portion kg 13.4 11.6
21.9.2 For shutters of doors, windows & ventilators kg 13.4 11.6

Providing and fixing double glazed hermetically sealed glazing in aluminium

windows, ventilators and partition etc. with 6 mm thick clear float glass both side,
having 12 mm air gap, including providing EPDM gasket, perforated aluminium
spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per
21.10 specifications, drawings and direction of Engineer-in-charge complete. sqm 3905.35 3418.25
 Providing and fixing stainless steel (SS 304 grade) adjustable friction windows stays
of approved quality with necessary stainless steel screws etc. to the side hung
21.11 windows as per direction of Engineer-in-charge complete.
21.11.1 205 X 19 mm each 255.75 250.4
21.11.2 255 X 19 mm each 322.65 284.1
21.11.3 355 X 19 mm each 286.5 249.25
21.11.4 510 X 19 mm each 728.05 643
21.11.5 710 X 19 mm each 1229.75 1094.8
Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick
& 2100 mm long with SS screws etc .complete as per direction of Engineer-in-
21.12 Charge.
21.12.1 Anodized (AC 15 ) aluminium tubular handle bar each 512.3 446.6

21.12.2 Powder coated minimum thickness 50 micron aluminium tubular handle bar each 562.6 490.25
Polyester powder coated minimum thickness 50 micron aluminium tubular handle
21.12.3 bar each 575.7 501.65

Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair
of handles (best make of approved quality) for aluminium doors including necessary
21.13 cutting and making good etc. complete. each 458.55 406.3

Providing and fixing anodised aluminium (anodised transparent or dyed to required

shade according to IS: 1868. Minimum anodic coating of grade AC 15) sub frame
work for windows and ventilators with extruded built up standard tubular sections of
approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of
21.14 required dia and size (Dash fastener to be paid for separately). kg 354.75 309.05
Providing and fixing aluminium casement windows fastener of required length for
21.15 aluminium windows with necessary screws etc. complete.
21.15.1 Anodized (AC 15) aluminium each 67.55 64.35
21.15.2 Powder coated minimum thickness 50 micron aluminium each 71.55 69
21.15.3 Polyester powder coated minimum thickness 50 micron aluminium each 70.25 67.85

Providing and fixing aluminium round shape handle of outer dia 100 mm with SS
21.16 screws etc. complete as per direction of Engineer-in-charge
21.16.1 Anodized (AC 15 ) aluminium each 79.6 77.1
21.16.2 Powder coated minimum thickness 50 micron aluminium each 83.6 78.3
21.16.3 Polyester powder coated minimum thickness 50 micron aluminium each 88.95 80.6

Providing and fixing anodised aluminium grill (anodised transparent or dyed to

required shade according to IS: 1868 with minimum anodic coating of grade AC 15)
of approved design/pattern, with approved standard section and fixed to the existing
window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre,
including cutting the grill to proper opening size for fixing and operation of handles
and fixing approved anodised aluminium standard section around the opening, all
complete as per requirement and direction of Engineer-in-charge. (Only weight of
21.17 grill to be measured for payment). kg 519.85 482.3

Providing and fixing 12 mm thick frameless toughened glass door shutter of

approved brand and manufacture, including providing and fixing top & bottom pivot
& double acting hydraulic floor spring type fixing arrangement and making
necessary holes etc. for fixing required door fittings, all complete as per direction of
21.18 Engineer-in-charge (Door handle, lock and stopper etc.to be paid separately). sqm 4447.9 3880.05
 Filling the gap in between aluminium/ stone/ wood frame and adjacent RCC/Brick/
Stone/ wood/ Ceramic/ Gypsum work by providing weather/structural non sag
elastomeric PU sealant over backer rod of approved quality as per architectural
drawings and direction of Engineer-in-charge complete, complying to ASTM C920,
21.19 DIN 18540-F & ISO 11600
21.19.1 Upto 5 mm depth and 5 mm width metre 125.1 115.65
21.19.2 Upto 10 mm depth and 10 mm width metre 170.55 157.15
21.19.3 Upto 20 mm depth and 20 mm width metre 308.7 283.55
22 WATER PROOFING

Providing and laying integral cement based treatment for water proofing on
horizontal surface at all depth below ground level for under ground structures as
directed by Engineer-in-Charge and consisting of : (i) Ist layer of 22 mm to 25 mm
thick approved and specified rough stone slab over a 25 mm thick base of cement
mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound
conforming to IS:2645 in the recommended proportion over the leveling course
(leveling course to be paid separately). Joints sealed and grouted with cement slurry
mixed with water proofing compound. (ii) 2nd layer of 25 mm thick cement mortar
1:3 (1 cement: 3 coarse sand) mixed with water proofing compound in
recommended proportions. (iii) Finishing top with stone aggregate of 10 mm to 12
22.1 mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer.
22.1.1 Using rough kota stone. sqm 1353.7 1122.8

Providing and laying integral cement based treatment for water proofing on the
vertical surface by fixing specified stone slab 22 mm to 25 mm thick with cement
slurry mixed with water proofing compound conforming to IS:2645 in
recommended proportions with a gap of 20 mm (minimum) between stone slabs and
the receiving surfaces and filling the gaps with neat cement slurry mixed with water
proofing compound and finishing the exterior of stone slab with cement mortar 1:3
(1 cement : 3 coarse sand) 20 mm thick with neat cement punning mixed with water
proofing compound in recommended proportion complete at all levels and as
22.2 directed by Engineer-in-charge :
22.2.1 Using rough Kota stone sqm 1738 1486.1

Providing and laying water proofing treatment to vertical and horizontal surfaces of
depressed portions of W.C., kitchen and the like consisting of: (i) Ist course of
applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound
conforming to IS 2645 in recommended proportions including rounding off junction
of vertical and horizontal surface. (ii) IInd course of 20 mm cement plaster 1:3 (1
cement : 3 coarse sand) mixed with water proofing compound in recommended
proportion including rounding off junction of vertical and horizontal surface. (iii)
IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of
area. (iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC
22.3 sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm). sqm 705.7 632.35

Providing and Placing in position suitable PVC water stops conforming to IS:12200
for construction/ expansion joints between two RCC members and fixed to the
22.4 reinforcement with binding wire before pouring concrete etc. complete :
22.4.1 Serrated with central bulb (225 mm wide, 8-11 mm thick) metre 283.2 245.05
22.4.2 Dumb bell with central bulb (180 mm wide, 8 mm thick) metre 229.7 198.55
22.4.3 Kickers (320 mm wide, 5 mm thick) metre 263.15 200.9
 Providing and laying water proofing treatment in sunken portion of WCs, bathroom
etc., by applying cement slurry mixed with water proofing cement compound
consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed
with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed
to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed
with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed
to air cure for 4 hours followed with water curing for 48 hours. The rate includes
preparation of surface, treatment and sealing of all joints, corners, junctions of pipes
22.5 and masonry with polymer mixed slurry. sqm 465.6 428.75

Providing and laying water proofing treatment on roofs of slabs by applying cement
slurry mixed with water proofing cement compound consisting of applying: (a) after
surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with
water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre
glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should
not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of
cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670
kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4
hours followed by water curing for 48 hours. The entire treatment will be taken upto
30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and
final layer of brick tiling with cement mortar (which will be paid for separately. For
22.6 the purpose of measurement the entire treated surface will be measured. sqm 523.05 502.9

Providing and laying integral cement based water proofing treatment including
preparation of surface as required for treatment of roofs, balconies, terraces etc
consisting of following operations: (a) Applying a slurry coat of neat cement using
2.75 kg/sqm of cement admixed with water proofing compound conforming to IS.
2645 and approved by Engineer-in-charge over the RCC slab including adjoining
walls upto 300 mm height including cleaning the surface before treatment. (b)
Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size
with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water
proofing compound conforming to IS : 2645 and approved by Engineer-in-charge
over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand )
admixed with water proofing compound conforming to IS : 2645 and approved by
Engineer-in-charge to required slope and treating similarly the adjoining walls upto
300 mm height including rounding of junctions of walls and slabs. (c) After two
days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of
cement admixed with water proofing compound conforming to IS : 2645 and
approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick
jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water
proofing compound conforming to IS : 2645 and approved by Engineer-in-charge
including laying glass fibre cloth of approved quality in top layer of plaster and
finally finishing the surface with trowel with neat cement slurry and making pattern
of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be
flooded with water for a minimum period of two weeks for curing and for final
test.“All above operations to be done in order and as directed and specified by the
22.7 Engineer-in-Charge :

22.7.1 With average thickness of 120 mm and minimum thickness at khurra as 65 mm. sqm 1398.5 1196.85
 Providing and laying four courses water proofing treatment with bitumen felt over
roofs consisting of first and third courses of blown bitumen 85/25 or 90/15
conforming to IS : 702 applied hot @ 1.45 Kg per square metre of area for each
course, second course of roofing felt type 3 grade-I (hessian based self finished
bitumen felt) and fourth and final course of stone grit 6 mm and down size or pea
sized gravel spread at 6 cubic decimeter per square metre, including preparation of
22.8 surface but excluding grading complete with :
22.8.1 Bitumen felt (hessian base) type 3 grade I conforming to IS : 1322 sqm 411 370.35

Providing and laying six courses water proofing treatment with bitumen felt over
roofs consisting of first, third and fifth course of blown bitumen 85/25 or 90/15
conforming to IS : 702 applied hot @ 1.45, 1.20 and 1.45 Kg per square metre of
area respectively, second and fourth courses of roofing felt type 3 grade I
conforming to IS : 1322 (Hessian based self finished bitumen felt) , sixth and final
course of stone grit 6 mm and down size or pea sized gravel spread at 6 cubic
22.9 decimeter per sqm including preparation of surface but excluding grading, complete. sqm 644.25 581.3

Providing and laying six courses water proofing treatment with bitumen felt over
roofs consisting of first, third and fifth courses of blown or / and residual bitumen
applied hot at 1.45, 1.20 and 1.70 kg per square metre of area respectively, second
and fourth courses of roofing felt type 2 grade I (fibre base self finished bitumen
felt) six and final courses of stone grit 6 mm and down size or pea sized gravel
spread at 6 cubic decimeter per sqm including preparation of surface, excluding
22.10 grading, compete. sqm 734.25 671.2

Providing and laying six courses water proofing treatment with bitumen felt over
roofs consisting of first, third and fifth courses of blown or / and residual bitumen
applied hot at 1.45, 1.20 and 1.70 kg per square metre of area respectively, second
and fourth courses of roofing felt type 2 grade II (glass fibre base self finished
bitumen felt) and sixth and final course of stone grit 6 mm and down size or pea
sized gravel spread at 6 cubic decimeter per sqm including preparation of surface
22.11 but excluding grading, complete. sqm 734.5 671.2
Supplying and applying bituminous solution primer on roof and / or wall surface at
22.12 0.24 litre per sqm. sqm 46.6 41.95
Deduct for omitting in water proofing treatment final course of spreading stone grit
22.13 6 mm down size or pea sized gravel :
22.13.1 at 6 cudm per sqm sqm 14.85 12.15
22.13.2 at 8 cudm per sqm sqm 18.7 15.25
22.14 Grading roof for water proofing treatment with
Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm
22.14.1 nominal size) cum 6924.65 6049.1
22.14.2 Cement mortar 1:3 (1 cement : 3 coarse sand) cum 12859.5 11123.95
22.14.3 Cement mortar 1:4 (1cement : 4 coarse sand) cum 11981.8 10231.9
 Providing and mixing integral crystalline admixture for water proofing treatment to
RCC structures like basement raft, retaining walls, reservior, sewage & water
treatment plant, tunnels / subway and bridge deck etc. at the time of transporting of
concrete into the drum of the ready-mix truck , using integral crystalline admixture
@0.80% (minimum) to the weight of cement content per cubic meter of concrete) or
higher as recommended by the manufacturer's specification in reinforced cement
concrete at site of work. The material shall meet the requirements as specified in
ACI-212-3R-2010 i.e. by reducing permeability of concrete by more than 90%,
compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic
pressure. The crystalline admixture shall be capable of self-healing of cracks up to a
width of 0.50mm. The work shall be carried out all complete as per specification
and the direction of the Engineer-in-charge. The product performance shall carry
22.22 guarantee for 10 years against any leakage. kg 387.2 290.85

Providing and applying fibre reinforced elastomeric liquid water proofing

membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of
105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-
priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1)
and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of
complete application/system not less than 500 microns). The operation shall be
carried out after scrapping and properly cleaning the surface to remove loose
particles with wire brushes, complete in all respect as per the direction of Engineer-
22.22A in-Charge. sqm 415.65 400.85

Providing and applying integral crystalline slurry of hydrophilic in nature for

waterproofing treatment to the RCC structures like retaining walls of the basement,
water tanks, roof slabs, podiums, reservior, sewage & water treatment plant,
tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5
parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts
integral crystalline slurry : 1 part water) for horizontal surfaces and applying the
same from negative (internal) side with the help of synthetic fiber brush. The
material shall meet the requirements as specified in ACI-212-3R-2010 i.e by
reducing permeability of concrete by more than 90% compared with control
concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative
side. The crystalline slurry shall be capable of self-healing of cracks up to a width of
0.50mm. The work shall be carried out all complete as per specification and the
direction of the engineer-in-charge. The product performance shall carry guarantee
22.23 for 10 years against any leakage.
22.23.1 For vertical surface two coats @ 0.70 kg per sqm sqm 484.45 355.55
22.23.2 For horizontal surface one coat @1.10 kg per sqm. sqm 373.4 273.05

Providing & Applying polymer modified, flexible cementatious negative side

waterproofing coating with elastic waterproofing polymers on interior wall plaster
surface in three coats @14.35 kg /10 sqm. one coat of self priming of cementatious
waterproofing polymer(dilution with water in the ratio of 1:1) and two coats of
cementatious waterproofing polymer (dilution with water in the ratio of 3:1 ) after
scrapping and properly cleaning the surface to remove pre-existing paint film &
loose particles till plaster is visible, complete in all respect as per the direction of
22.23A Engineer-in-Charge. sqm 444.8 447.45
 Providing and applying integral crystalline (dry shake) of hydrophilic in nature for
waterproofing treatment to the RCC structures like basement raft, foundation slab,
sewage & water treatment plant slab, warehouses floor, parking structures and water
tank base slab etc. sprinkled @0.60kg per sqm or higher as recommended by the
manufacturer's specification over the lean concrete of above cited structures. The
material shall meet the requirements as specified in ACI-212-3R-2010 i.e. by
reducing permeability of concrete by more than 85%, compared control concrete as
per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The
crystalline dry-shake shall be capable of self-healing of cracks up to a width of
0.50mm. The work shall be carried out all complete as per specification and the
direction of the Engineer-in-charge. The product performance shall carry guarantee
22.24 for 10 years against any leakage. sqm 327.65 232.2

Providing & Applying high quality acrylic modified resin based texture of
Dholpur/Red sand stone Pattern with anti algae and UV resistance properties to be
applied as intermediate finish in desired pattern @ 43.04 kgs/10 sqm to form film of
1- 1.5 mm thickness after scrapping and properly cleaning the surface to remove
loose particles from the plaster surface, followed by top coating with Premium
Acrylic Smooth exterior paint with Silicone additives of required shade by two or
22.24A more coats @ 1.43 litres/10 sqm, complete as the direction of Engineer -in-Charge. sqm 424.25 412.2

Providing and applying crystalline mortar by mixing in the ratio of 4.5 : 1 (4.5 parts
crystalline mortar : 1 part water) for the treatment of faulty construction joints,
cracks, tie rod holes and spalled & honeycombed surface of RCC underground
structures like basement, water tanks, bridge deck etc. to ensure water tightness. The
crystallie mortar shall conform to the EN 1504-3 having compressive strength Class
R4 ≥45 MPa and adhesive bond strength Class R3 ≥1.5 MPa. The work shall be
carried out all complete as per specification and the direction of the engineer-in-
charge. The product performance shall carry guarantee for 10 years against any
22.25 leakage.

For sealing cracks and faulty construction joints, routed out/making U-shape groove
size 25x25mm and then primed the area with integral crystalline slurry
@0.05kg/running metre and while the surface is tacky filled the groove upto surface
with crystalline mortar @1.50kg/running metre. Once crystalline mortar is touch dry
then finally applied two coats of integral crystalline slurry @0.05kg/running metre
22.25.1 per coat. metre 525.7 409.3

For patching of tie rod holes, prepared tie rod hole surface and then primed the area
with integral crystalline slurry @0.070kg/sqm and while the surface is tacky repair
and then filled the tie rod holes with crystalline mortar@0.040kg per hole. The
crystalline mortar should be tightly rodded into tie rod holes or packed tightly (For
22.25.2 25x25x25 mm tie rod hole, use 0.040kg to fill the hole) each hole 20.75 16.95

Providing and applying of swellable type water stop tape, 19mm x 25mm thick in
linear meter (expansive nature) for construction joints treatment of RCC structure
such as raft slab, retaining walls, water storage tank and at the junctions of raft slab
with the retaining walls etc.. After cleaning the surface, one coat of required primer
for swellable water stop tape shall be applied throughout the length of the joint
@3.78 litre per 240 running meter. Over the primed surface swellable type water
stop tape shall be placed. The work shall be carried out all complete as per
specification and the direction of the Engineer-In-Charge. The product performance
22.26 shall carry guarantee for 10 years against any leakage. metre 552.2 432.25
23 RAIN WATER HARVESTING & TUBEWELLS
 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method
prescribed in IS: 2800 (part I), including collecting samples from different strata,
preparing and submitting strata chart/ bore log, including hire & running charges of
all equipments, tools, plants & machineries required for the job, all complete as per
23.1 direction of Engineer-in-charge, upto 90 metre depth below ground level.
23.1.1 All types of soil
23.1.1.1 300 mm dia metre 512.3 486.65
23.1.1.2 350 mm dia metre 560.3 532.3
23.1.1.3 400 mm dia metre 717.2 681.3
23.1.2 Rocky strata including Boulders
23.1.2.1 300 mm dia metre 1223.2 1160.6
23.1.2.2 350 mm dia metre 1293.8 1221.45
23.1.2.3 400 mm dia metre 1538.95 1434.6

Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method
prescribed in IS: 2800 (part I), including collecting samples from different strata,
preparing and submitting strata chart/ bore log, including hire & running charges of
all equipments, tools, plants & machineries required for the job, all complete as per
direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below
23.2 ground level.
23.2.1 All types of soil
23.2.1.1 300 mm dia metre 597.65 567.75
23.2.1.2 350 mm dia metre 664.05 630.85
23.2.1.3 400 mm dia metre 896.5 851.65
23.2.2 Rocky strata including Boulders
23.2.2.1 300 mm dia metre 1349.95 1270.2
23.2.2.2 350 mm dia metre 1411.75 1324.25
23.2.2.3 400 mm dia metre 1808.5 1683.85

Supplying, assembling, lowering and fixing in vertical position in bore well,

unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS:
12818, including required hire and labour charges, fittings & accessories etc. all
23.3 complete, for all depths, as per direction of Engineer -in-charge.
23.3.1 100 mm nominal size dia metre 600.35 478.8
23.3.2 150 mm nominal size dia metre 690.75 576.6
23.3.3 200 mm nominal size dia metre 1066.05 826.1

Supplying, assembling, lowering and fixing in vertical position in bore well

unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS:
12818, including hire & labour charges, fittings & accessories etc. all complete, for
23.4 all depths, as per direction of Engineer-in-charge.
23.4.1 100 mm nominal size dia metre 651.45 504.6
23.4.2 150 mm nominal size dia metre 746.15 590.55
23.4.3 200 mm nominal size dia metre 1135.8 949.5
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm,
in recharge pit, in the required thickness, for all leads & lifts, all complete as per
23.5 direction of Engineer-in-charge. cum 1326.55 1098.2

Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the
recharge pit, over the existing layer of boulders, in required thickness, for all leads
23.6 & lifts, all complete as per direction of Engineer-in-charge. cum 1326.55 1102.85
 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm
in recharge pit, in required thickness over gravel layer, for all leads & lifts, all
23.7 complete as per direction of Engineer -in-charge. cum 1326.55 1102.85

Gravel packing in tubewell construction in accordance with IS: 4097, including

providing gravel fine/ medium/ coarse, in required grading & sizes as per actual
23.8 requirement, all complete as per direction of Engineer-in-charge. cum 1497.7 1244.65

Providing and fixing factory made precast RCC perforated drain covers, having
concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with
8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including
providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge
binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of
23.9 Engineer-in-charge. each 1210.85 1051.15

Supplying, assembling, lowering and fixing in vertical position in bore well, ERW
(Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended
casing pipes of required dia, conforming to IS: 4270, of reputed & approved make,
including painted with outside surface with two coats of anticorrosive paint of
approved brand and manufacture, including required hire & labour charges, fittings
23.10 & accessories, all complete, for all depths, as per direction of Engineer-in-charge.
23.10.1 100 mm nominal size dia having minimum wall thickness 5.00 mm metre 1187.95 1007.5
23.10.2 150 mm nominal size dia having minimum wall thickness 5.00 mm metre 1661.85 1439.35
23.10.3 200 mm nominal size dia having minimum wall thickness 5.40 mm metre 2062.05 1784.3

Supplying, assembling, lowering and fixing in vertical position in bore well, ERW
(Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm)
mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia,
conforming to IS: 8110, of reputed and approved make, having wall thickness not
less than 5.40 mm, including painted with outside surface with two coats of
anticorrosive bitumestic paint of approved brand and manufacture, including hire &
labour charges, fittings & accessories, all complete, for all depths, as per direction of
23.11 Engineer -in-charge.
23.11.1 100 mm nominal size dia metre 1268.75 1077.65
23.11.2 150 mm nominal size dia metre 1769.6 1532.9
23.11.3 200 mm nominal size dia metre 2171.05 1878.85

Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to
establish maximum rate of usable water yield without sand content (beyond
permissible limit), with required capacity air compressor, running the compressor
for required time till well is fully developed, measuring yield of well by "V" notch
method or any other approved method, measuring static level & draw down etc. by
step draw down method, collecting water samples & getting tested in approved
laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges
of air compressor, tools & accessories etc., all as per requirement and direction of
23.12 Engineer-in-charge. hour 857.6 880.4
Providing and fixing suitable size threaded mild steel cap or spot welded plate to the
top of bore well housing/ casing pipe, removable as per requirement, all complete
23.13 for borewell of:
23.13.1 100 mm dia each 189.65 164.65
23.13.2 150 mm dia each 210.75 182.95
23.13.3 200 mm dia each 280.95 243.9
Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of
tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size
23.14 complete.
23.14.1 100 mm clamp each 1409.3 1406.7
23.14.2 150 mm clamp each 1489.8 1485.75
23.14.3 200 mm clamp each 1691.15 1688.05
Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe
23.15 assembly of tubewell as per IS:2800 (part I).
23.15.1 100 mm dia each 227.45 197.45
23.15.2 150 mm dia each 280.95 243.9
23.15.3 200 mm dia each 307.75 267.15
24 CONSERVATION OF HERITAGE BUILDINGS.

Raking out joints of stone masonry surface to the required width and depth, with due
care and precaution, by mechanical / manual means, including preparing and
cleaning the surface for re-pointing/ refilling of joints, including disposal of rubbish
24.1 to the dumping ground within 50 metre lead. sqm 51.7 42.25

Providing and fixing double scaffolding system (cup lock type) on the exterior side
of building/structure, upto 25 metre height, above ground level, including additional
rows of scaffolding in stepped manner as per requirement of site, made with 40mm
dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint
with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and
staircase system in the scaffolding for working platform etc. and maintaining it in a
serviceable condition for execution of work of cleaning and/ or pointing and/ or
applying chemical and removing it thereafter. The scaffolding system shall be
stiffened with bracings, runners, connecting with the building etc, wherever
required, if feasible, for inspection of work at required locations with essential safety
features for the workmen etc., complete as per directions and approval of Engineer-
in-charge. Note:- (1) The elevational area of the scaffolding shall be measured for
payment purpose. (2) The payment will be made once only for execution of all
24.2 items for such works. sqm 257.95 226.7

Cleaning the sand stone surface and removing dirt, dust, bird dropping, grease, oil,
algae, fungus, monkey beats, vegetable growth etc., including providing, applying
and washing the surface with liquid Ammonia Chemical of 5% solution and other
chemical cleaning agent as approved by Archaeological Survey of India/ Engineer-
in-charge, of approved brand and manufacturer, with the help of required scrubbers
and also cleaning with machine operated water jet mixed with desired quantity of
fine silica where ever required, without causing any scratching/ damage to the stone
surface and finally washing the surface with clean water with the help of pressure jet
machine, complete in all respect, including taking all precautions to safeguard
ventilators, windows, doors etc. by suitable covering so as to avoid any damage to
the building/structure, all as per direction of Engineer-in-charge (The rate is
24.3 inclusive of all materials & labours involved except scaffolding). sqm 158.15 134.85

Providing and applying antifungal wash treatment using 3% solution of sodium

pentachlorophenate, of reputed brand and manufacturer, on cleaned sand stone
surface at desired locations as per direction of Engineer-in-charge (The rate is
24.4 inclusive of all materials & labours involved except scaffolding). sqm 59.05 51.2

Ruled / Flush pointing on Red sand stone masonry surface with lime, surkhi and
marble dust mortar in the ratio of 1:1.5:1/2 {One lime: 1.5 surkhi (50% red and 50%
light yellow surkhi ) : 1/2 marble dust}. (The rate is inclusive of all materials &
24.5 labours involved except scaffolding). sqm 276.1 241.7

Ruled/ Flush pointing on White sand stone masonry surface with lime, surkhi and
marble dust mortar in the ratio of 1:1.5:1/2 {One lime : 1.5 surkhi (15% dark red and
85% light yellow surkhi) : 1/2 marble dust}. (The rate is inclusive of all materials &
24.6 labours involved except scaffolding). sqm 276.1 241.7
 Applying two or more coat of Ethyl Silicate chemical as approved by
Archaeological Survey of India/ Engineer-in-charge, of approved brand and
manufacturer, with brush or spray on the existing stone masonry surface till there is
no further absorption of chemical by stone surface, including protecting the applied
surface from direct sunlight by suitable means during application, all complete as
per direction of the Engineer-in-Charge (The rate is inclusive of all materials &
24.7 labours involved except scaffolding). sqm 293.7 241.5

Applying breathable, non-reactive, antifungal, and water repellant Silane/Siloxane

chemical as approved by Archaeological Survey of India/ Engineer-in-charge, of
approved brand and manufacture, diluted with solvent mineral Turpentine oil in the
ratio of 1:12 (One part of approved chemical :12 Part of Turpentine oil), on the
existing sand stone masonry surface with two or more coats to give uniform
application of chemical on the surface, all complete as per direction of Engineer-In-
24.8 charge (The rate is inclusive of all materials & labours involved except scaffolding). sqm 92.45 76.8
25 STRUCTURAL GLAZING ALUMINIUM COMPOSITE PANEL

Providing and supplying aluminium extruded tubular and other aluminium sections
as per the architectural drawings and approved shop drawings , the aluminium
quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder
coating of 60-80 microns conforming to AAMA 2604 of required colour and shade
as approved by the Engineer-in-Charge. ( The item includes cost of material such as
cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame
work. Nothing extra shall be paid on this account). The weight of aluminium
25.1 extruded section shall be taken for purpose of payment. kg 370.45 321.6
 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._x000D_ (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._x000D_ (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._x000D_ (e) Making provision for drainage of
moisture/ water that enters the curtain glazing system to make it watertight, by
incorporating principles of pressure equalization, providing suitable gutter profiles
at bottom (if required), making necessary holes of required sizes and of required
numbers etc. complete. This item includes cost of all inputs of designing, labour for
fabricating and installation of aluminium grid, installation of glazed units, T&P,
scaffolding and other incidental charges including wastages etc., enabling
temporary structures and services, cranes or cradles etc. as described above and as
specified. The item includes the cost of getting all the structural and functional
design including shop drawings checked by a structural designer, dully approved by
Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of
all samples of the individual components for testing in an approved laboratory, field
tests on the assembled working structural glazing as specified, cleaning and
protection till the handing over of the building for occupation. In the end, the
Contractor shall provide a water tight structural glazing having all the performance
characteristics etc. all complete as required, as per the Architectural drawings, as
per item description, as specified, as per the approved shop drawings and as
directed by the Engineer- in-Charge._x000D_ Note:- 1. The cost of providing
extruded aluminium frames, shadow boxes, extruded aluminium section capping for
fixing in the grooves of the curtain glazing and vermin proof stainless steel wire
mesh shall be paid for separately under relevant items under this sub- head.
However, for the purpose of payment, only the actual area of structural glazing
(including width of grooves) on the external face shall be measured in sqm. up to
two decimal places._x000D_ 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 &
25.2 Technologies, India. Cost of testing is payable separately. sqm 2949.3 2595.45

Providing, assembling and supplying vision glass panels (IGUs) comprising of

hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of
size and shape as required and specified, comprising of an outer heat strengthened
float glass 6mm thick, of approved colour and shade with reflective soft coating on
surface # 2 of approved colour and shade, an inner Heat 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
25.3 assembled in the factory/ workshop of the glass processor. sqm 3250.95 2879.25

Extra for openable side / top hung vision glass panels (IGUs) including providing
and supplying at site all accessories and hardwares for the openable panels as
specified and of the approved make such as heavy duty stainless steel friction
hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers
etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all
complete as per the Architectural drawings, as per the approved shop drawings, as
25.4 specified and as directed by the Engineer- in-Charge. sqm 3163.1 2833.3
 Providing, fabricating and supplying shadow box of required size and shape, for
fixing in the spandrel portion of the structural glazing, in linear as well as curvilinear
portions of the building by providing semi -rigid, inorganic, non-combustible fibre
glass wool insulation 50 mm thick, conforming to IS: 8183 and BS: 3958 Part 5. The
insulation layer shall have facing (factory bonded on surface # 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 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,
25.5 bolts, washers etc complete. sqm 1883.55 1667.35

Providing and supplying Spandrel Glass Panels comprising of 6 mm thick heat

strengthened monolithic float glass of approved colour and shade with reflective soft
coating on surface # 2 of approved colour and shade so as to match the colour and
shade of the IGUs in the vision panels etc. ,all complete for the required
performances as specified, as per the Architectural drawings, as per the approved
shop drawings, as specified, and as directed by the Engineer- in- Charge. For
payment, only the actual area of glass on face # 1 of the glass panels (but excluding
the area of grooves and weather silicone sealant) provided and fixed in position,
shall be measured in sqm. (Payment for fixing of Spandrel Glass Panels in the
curtain glazing is included in cost of 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 K etc. . The properties of performance glass shall be decided by
25.6 technical sanctioning authority as per the site requirement. sqm 2127.95 1881.45

Design supply & installation of suspended Spider Glazing system designed to

withstand the wind pressure as per IS 875 (Part-III). The Suspended System held
with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass
panel having 12 mm thick clear toughened glass held together with SS- 316 Grade
Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The
Glass fins and glass panel assembly shall be connected to Slab/beams by means of
SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS
channel of 50x25x2mm using fastener & anchor bolts, non staining weather sealants
of approved make, Teflon/ nylon bushes and separators to prevent bi-metallic
contacts, all complete to perform as per specification and approved drawings. The
complete system to be designed to accommodate thermal expansion & seismic
movements etc. The joints between glass panels (6 to 8 mm) and gaps at the
perimeter & in U channel of the assembly to be filled with non staining weather
sealant, so as to make the entire system fully water proof & dust proof. The rate
shall include all design, Engineering and shop drawing including approval from
structural designer, labour, T&P, scaffolding, other incidental charges including
wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer
plates, fastener, anchors, SS channel laminated glass etc. all complete. For the
purpose of payment, actual elevation area of Glazing including thickness of joints
25.8 and the portion of Glass panel inside the SS channel shall be measured. sqm 8130.45 7089.75
26 NEW TECHNOLOGIES AND MATERIALS
 Providing & fixing in position Phenol bonded Bamboowood flooring with planks of
sizes 14mm thick, minimum 1800 mm length and minimum 100 mm wide, in
approved colour, texture and finish, having Performance Appraisal Certificate
(PAC) issued by Building Materials & Technology Promotion Council (BMTPC).
The flooring shall be fixed with tongue and groove interlocking system, with
underlayment of 4mm thick expanded polyethylene foam sheets having density
40kg/cum, over prepared surface with necessary quarter round planks of size
1900mm x 18mm and door reducer of size 1900mm x 44mm, wherever required.
The bamboowood planks shall have minimum density of 1000 Kg/cum & minimum
Hardness 1000 Kgf. with Eco friendly UV coating, all complete as per direction of
26.1 the Engineer in-charge. sqm 5279.1 4589.85

Providing & fixing in position Phenol bonded Bamboo wood in wall skirting with
planks of sizes 14mm thick, 1900mm length (minimum) and 85mm
wide(minimum), in approved colour, texture and finish, having Performance
Appraisal Certificate (PAC) issued by Building Materials & Technology Promotion
Council (BMTPC). The skirting shall be fixed with SS screws & rawl plugs, over
underlayment of 4mm thick, expanded poly ethylene foam sheets having 40kg/cum
density over prepared surface. The bamboowood planks shall have minimum density
of 1000Kg/cum & minimum Hardness 1000 Kgf. with Eco friendly UV coating, all
26.2 complete as per direction of the Engineer in-charge. sqm 5162.75 4501.05

Providing & fixing in position Phenol bonded Bamboowood wall cladding at all
height with planks of sizes 10mm thick, minimum 1800 mm length and minimum
100 mm wide, in approved colour, texture and finish, having Performance
Appraisal Certificate (PAC) issued by Building Materials & Technology Promotion
Council (BMTPC), with necesasary profiled edges fixed with 40mm SS screws 5
nos in each tile to frame work made of second class teak wood of size 20x15 mm in
centre of each tile and bottom and top of work height, 40x15mm placed at ends of
each tile. The cladding shall be laid over backlayment of 1.00 mm thick expanded
poly ethylene foam of density 40kg/cum in two layers, first layer on wall surface
before fixing wooden frame and second layer on frame under cladding. The
bamboowood planks shall have minimum density of 1000 Kg/cum & minimum
Hardness 1000 Kgf. with Eco friendly UV coating, all complete as per direction of
26.3 the Engineer in-charge. sqm 5559.4 4866.6

Providing & fixing in position Phenol bonded Bamboowood panelled or panelled

and glazed shutters for doors windows, clerestorey windows with pre-molded
minimum 30mm thick planks, in approved colours, texture & finishe. It shall have
10mm wide, 25mm deep grove to fit in panels.The bamboo wood shall have
minimum density of 1000 Kg/cum, minimum Hardness 1000 Kgf. All styles and
rails shall have profiled interlocking system locked in place by bamboo pins, all
complete as per direction of Engineer in charge. (The panelling will be paid for
26.4 separately). sqm 5460.25 4764.8

Providing & fixing in position Phenol bonded Bamboo wood panelling of 10mm
thick, in 25 to 40 mm thick panelled or panelled & glazed shutters for doors,
windows, clerestorey windows, in approved colour, texture & finish. The
bamboowood planks shall have minimum density of 1000 Kg/cum & minimum
Hardness 1000 Kgf. The panels shall have profiled interlocking system locked in
place with bamboo pins all complete as per direction of the Engineer in-charge.
(area of opening for panel inserts excluding portion inside grooves or rebates to be
26.5 measured) sqm 3561.7 3182.25
 Providing & fixing in position 65 mm thick factory made door frame of Phenol
bonded Bamboo wood (superior class, interior use), in approved colour, texture and
finish.The bamboo wood shall have minimum density of 1000 Kg/cum, minimum
hardness 1000 Kgf. The door frame shall have tenon & mortise interlocking system,
to be fixed to the wall with 100 mm size G.I screws all a complete as per direction
26.6 of Engineer-in charge. cudm 254 223.6

Providing, erecting, laying and fixing in position in 3.5 to 4 mm thick bamboo mat
corrugated sheet (BMCS) as per IS: 15476-2004 in roofing with self drilling screws
along with EPDM washers complete or with galvanized iron J or L hooks 8mm dia
G.I. plain and bitumen washers etc, all complete as per direction of Engineer-in-
26.6A Charge. sqm 5128.9 4370.35

Providing and fixing in position ridges of 3.5 to 4 mm thick bamboo mat ridge cap
(BMRC) as per IS: 15476-2004 in roofing with self drilling screws along with
EPDM washers complete or with galvanized iron J or L hooks 8mm dia G.I. plain
26.6B and bitumen washers etc, all complete as per direction of Engineer-in-Charge. metre 4147.25 3601.25

Providing and fixing at all height false ceiling of 4mm thick phenol bonded Bamboo
Mat board (595x595mm) conforming to IS:13958-1994 including providing and
fixing of frame work made of GI angle 25x25x0.4 mm thick all around suitably
fixed to wall with the help of dash fastener and hanger frame (600x600 c/c) made GI
slotted Tee having powder coating on bottom side (30x25x0.3 mm thick for main
member & 25x25x0.3 mm for cross member) connected to ceiling with 2.64mm GI
wire and anchor fastener at every junction and also including cost of making
openings for light fittings, grills, diffusers, cut outs made with frame of perimeter
26.6C channels suitably fixed all complete as per direction of Engineer-in-charge. sqm 3271.75 2821.2
Providing and fixing at Bamboo Mat board conforming to IS:13958-1994 for
partition to frame by bucking or studding with screws etc. complete (Frames,
26.6D backing or studding to be paid separately)
26.6D.1 3mm thickness sqm 2396.2 2044.45
26.6D.2 4mm thickness sqm 2741.3 2324.95
26.6D.3 6mm thickness sqm 3269 2764
26.6D.4 9mm thickness sqm 4141.8 3483.5
26.6D.5 12mm thickness sqm 4763.65 4004.3

Providing and fixing at all height wall panelling with phenol bonded Bamboo Mat
board conforming to IS:13958-1994 including providing and fixing to frame work
made of 50mm x 50mm hardwood plugs including cutting brick work and fixing in
cement mortar and making good the wall etc. and also providing and fixing wooden
moulded corner beading of triangular shape to the junction of panelling etc. with
26.6E iron screws all complete as per direction of Engineer-in-Charge.
26.6E.1 9mm thickness sqm 4443.65 3679.45
26.6E.2 12mm thickness sqm 5066.55 4200.2

Providing and fixing 50 mm thick extruded polystyrene rigid insulation board of

required size between cavity wall, complying with ISO 4898:2008 & ASTM C 578-
08b - type VI, having thermal conductivity of 0.0289 W/m K as per ASTM C 578
(measured as per IS 3346), compressive strength of > 350 kPa listed as per ASTM D
1621, density of 34-36 kg/m³ as per ASTM D 1622, water absorptions ≤ 1% by
volume as per ASTM D 2842, oxygen index of 24.1 to 28.1 listed as per ASTM D
2863, cell size 0.4 mm of dia (max) as per ASTM D 3576. Fire retardent property as
per DIN 4102, Part 1 of class B2 and as per ASTM E84 class A, fixed with suitable
water based adhesive and fastener, complete in all respect as per the direction of
26.7 Engineer-in-Charge. sqm 807.2 730.35
 Providing and fixing 50 mm thick extruded polystyrene rigid insulation board of
required size underdeck on ceiling surface, complying with ISO 4898:2008 &
ASTM C 578-08b - type VI, having thermal conductivity of 0.0289 W/m K as per
ASTM C 578 (measured as per IS 3346), compressive strength of > 350 kPa listed
as per ASTM D 1621, density of 34-36 kg/cum as per ASTM D 1622, water
absorptions ≤ 1% by volume as per ASTM D 2842, oxygen index of 24.1 to 28.1
listed as per ASTM D 2863, cell size 0.4 mm of dia (max) as per ASTM D 3576.
Fire retardent property as per DIN 4102, Part 1 of class B2 and as per ASTM E84
class A, fixed with suitable water based adhesive and fastener, complete in all
26.8 respect as per the direction of Engineer-in-Charge. sqm 871.2 788.2

Providing and fixing factory made solid Foam uPVC profile for kitchen cabinet
frame (45 x 20 mm) of approved shade, quality and make. The profile shall be
laminated on both sides, made from rigid foam sheets (Single extruded) having
density 600 Kg/cum and the exposed edges sealed with PVC edge beading of same
shade and colour. The frame shall be fire retardent with necessary screw holding
capacity. Frame shall be fixed to wall using Expendable Fastner with necesary
26.9 stainless steel screws, all complete as per direction of Engineer-in-charge. metre 377 344.7

Providing and fixing factory made Kitchen Cabinet Shutter/Partition 20 mm

nominal thickness of approved shade, quality and make, made from rigid foam
sheets (Single extruded) having density 600 Kg/cum and laminated on both side by
laminate Sheet/PVC foil lamination. The exposed edges shall be sealed with PVC
edge beading of same shade and colour. The shutter shall be fire retardent having
necessary screw holding capacity. Shutter shall be fixed to frame using approved
hinges with necessary stainless steel screws, all complete as per direction of
26.10 Engineer-in-charge. sqm 4535.3 4087.3
Providing and fixing concealed hinge of approved quality for 19-20mm thick door
26.11 with stainless steel screws complete : each 105.25 99

Supplying & laying of bi-axial extruded high modulus polypropylene geogrid

coforming to MORTH SPECIFICATION for base/sub-base reinforcement having
minimum tensile strength 15kN/m in the longitudinal and transverse direction, with
5kN/m and 7kN/m tensile strength at 2% and 5% strain respectively in the
longitudinal and transverse direction, junction efficiency not less than 95% and with
26.12 38mm X 38mm mesh opening. sqm 171.35 172.1

Supplying & laying of bi-axial extruded high modulus polypropylene geogrid

coforming to MORTH SPECIFICATION for base/sub-base reinforcement having
minimum tensile strength 20kN/m in the longitudinal and transverse direction, with
7kN/m and 14kN/m tensile strength at 2% and 5% strain respectively in the
longitudinal and transverse direction, junction efficiency not less than 95% and with
26.13 38mm X 38mm mesh opening. sqm 193.45 191.25

Supplying & laying of bi-axial extruded high modulus polypropylene geogrid

coforming to MORTH SPECIFICATION for base/sub-base reinforcement having
minimum tensile strength 30kN/m in the longitudinal and transverse direction, with
10.5kN/m and 21kN/m tensile strength at 2% and 5% strain respectively in the
longitudinal and transverse direction, junction efficiency not less than 95% and with
26.14 38mm X 38mm mesh opening. sqm 296.45 280.7

Supplying & laying of bi-axial extruded high modulus polypropylene geogrid

coforming to MORTH SPECIFICATION for base/sub-base reinforcement having
minimum tensile strength 40kN/m in the longitudinal and transverse direction, with
14kN/m and 28kN/m tensile strength at 2% and 5% strain respectively in the
longitudinal and transverse direction, junction efficiency not less than 95% and with
26.15 38mm X 38mm mesh opening. sqm 428.9 389.3
 Supplying & laying of drainage composite for use behind walls, between two
different fills, alongside drains of road, below concrete lining of canals etc.
Geocomposite for planar drainage, realized by thermobonding a draining core in
extruded monofilaments with two filtering nonwoven geotextiles that may also be
working as separation or protecting layers. The draining three dimensional core will
have a “W” configuration as longitudinal parallel channels. Minimum thickness to
be 7.2mm, with two filtering UV stabilized polypropylene nonwoven geotextile of
minimum thickness of 0.75mm charecteristic opening size (O90) of 110 micron and
tensile strength of 8.0 kN/m that will be working as separation or protecting layer,
geocomposite having in plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of
1.0 & 20 kPa pressure and tensile strength of 18 kN/m , with mass per unit area of
740 gsm, supplied in the form of roll for easy transportation to site of work as per
26.16 detailed specification all complete as per directions of Engineer in charge. sqm 804.2 697.2

Supplying & laying of drainage composite for use behind walls, between two
different fills, alongside drains of road, below concrete lining of canals etc. having
thermobonding a draining core - HDPE geonet comprises of two sets of parallel
overlayed ribs integrally connected to have a rhomboidal shape with a polyethylene
film and a nonwoven geotextile having mass per unit area 130 gsm and tensile
strength of 8.0 kN/m that will be working as separation or protecting layer,
geocomposite having in plane flow capacity of 0.7 L / (m.s) at hydraulic gradient of
1.0 & 20 kPa pressure and tensile strength of 13.5 kN/m , with mass per unit area of
830 gsm, at easily accessible location including top and bottom, with all leads and
lifts, manpower and machinery, materials, labour etc. complete and as directed
26.17 by Engineer - In - Charge. sqm 951.35 824.95

Supplying and laying high strength flexible geogrids (HSFG) as soil reinforcement /
basal reinforcement as per MORTH 3100 and IRC 113, made of high tenacity
polyester core with polyethylene coating with Minimum Long Term Design
Strength (LTDS) of more than 50% of ultimate tensile strength at 30 degree Celcius
26.18 corresponding to 12 % strain .
26.18.1 Ultimate tensile strength- 100 kN/m sqm 347.95 276.85
26.18.2 Ultimate tensile strength- 150 kN/m sqm 362.7 289.65
26.18.3 Ultimate tensile strength- 200 kN/m sqm 495.15 453.15
26.18.4 Ultimate tensile strength- 250 kN/m sqm 546.65 467.25
26.18.5 Ultimate tensile strength- 300 kN/m sqm 561.35 480
26.18.6 Ultimate tensile strength- 350 kN/m sqm 568.7 492.8
26.18.7 Ultimate tensile strength- 400 kN/m sqm 723.25 597.55
26.18.8 Ultimate tensile strength- 500 kN/m sqm 811.55 661.45
26.18.9 Ultimate tensile strength- 600 kN/m sqm 833.65 722.75
26.18.10 Ultimate tensile strength- 700 kN/m sqm 1032.3 853.1
26.18.11 Ultimate tensile strength- 800 kN/m sqm 1128 948.9
26.18.12 Ultimate tensile strength- 900 kN/m sqm 1348.75 1109.9
26.18.13 Ultimate tensile strength- 1000 kN/m sqm 1532.7 1240.2
26.18.14 Ultimate tensile strength- 1100 kN/m sqm 1495.9 1297.7
26.18.15 Ultimate tensile strength- 1200 kN/m sqm 1625.4 1365.4
 Providing at all heights, levels and locations Aluminium profile industrial troughed
sheet of Alloy 31500/31000/40800, conforming to IS 1254, IS 737, IS 2676. The
sheet shall be fixed using self drilling/self tapping SS screws of size 5.5x65 mm
with EPDM seal complete upto required pitch in horizontal, vertical or curved
surfaces i/c cutting to size and shape where required as per specifications, detail
drawings and direction of Engineer-in-Charge. The rate shall be inclusive of all
screws, seal, ridge, labour, scaffolding, machinery for fixing and approved sealent
26.19 where required etc. but excluding the cost of purlins, rafters and trusses.

26.19.1 0.71 mm thick, the profile detail width 1044/920 mm, cover width 1000/875 mm. sqm 976.05 850.15

26.19.2 0.91 mm thick, the profile detail width 1044/920 mm, cover width 1000/875 mm. sqm 1239.55 1078.9

Providing and fixing false ceiling at all heights with integral densified calcium
silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595mm
of approved texture, design and patterns as per CPWD Specifications 2019, to be
laid in true horizontal level suspended on inter-locking metal T-Grid of hot dipped
galvanised iron section of 0.33mm thick (galvanized @ 120 grams per sqm
including both sides) comprising of main-T runners of size 24x38 mm of length
3000 mm, cross - T of size 24x32 mm of length 1200 mm and secindary
intermediate cross-T of size 24x32 mm of length 600 mm 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 12x50 mm long dash fasteners, 6mm dia fully
threaded hanger rod upto 1000 mm length and L-shape level adjuster of size
76x25x25x1.6 mm fixed with grid and Z cleat of size 25x37x25x1.6 mm thick with
precut hole on both 25mm flange to pierce into 12x50 mm or even bigger size dash
fastener if require, fixed with galvanised iron perimeter wall angle of size
24x24x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the
help of plastic rawl plugs at 450 mm center to center and 40 mm long dry wall S.S
screws. The work shall be carried out as per specifications, drawing and as per
26.22 directions of the Engineer-in-Charge.

26.22.1 With 15 mm thick tegular edged light weight calcium silicate false ceiling tiles. sqm 1693.65 1525.15
With 15 mm thick tegular/butt edged without perforation, plain/designer light
weight calcium silicate Anti-Microbial Bio-safe coated false ceiling tiles confirming
26.22.2 to JIS-Z2801 and ASTM G-21 sqm 1820.1 1634.9
 Providing and fixing false ceiling at all heights with integral densified calcium
silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm
of approved texture, design and patterns having NRC (Noise Reduction coefficient)
of 0.50 (minimum) as per IS 8225:1987, Light reflectance of 85% (minimum). Non
combustible as per BS:476 (part-4), fire performance as per BS:476 (part 6 &7),
humidity resistance of 100%, thermal conductivity < 0.043 W/m K as per ASTM
518:1991, in true horizontal level suspended on inter-locking 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
26.23 Engineer-in-Charge.
With 15 mm thick integral densified micro edge light weight calcium silicate false
26.23.1 ceiling tiles sqm 1952.7 1772.25

Providing and fixing in position wall panelling at all heights with integral densified
calcium silicate panels/tiles of size 595 x 595mm, having NRC (Noise Reduction
coefficient) of 0.50 (minimum) as per IS 8225:1987, Light reflectance of 85%
(minimum). Non combustible as per BS:476 (part-4), fire performance as per
BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity <0.043 W/m
K as per ASTM 518:1991, comprising of a frame made from especially fabricated
galvanised mild steel sheet 0.50 mm thick pressed section (galvanizing @120 grams
per sqm including both sides) i.e.vertical studs of size 48 x 34 x 36 mm are placed at
600mm center to center in a floor and ceiling channel section of size 50 x 32m fixed
to the floor and soffit at 600mm centers using 12mm dia,50mm long wedge type
expanded zinc alloy dash fastner with 10mm bolt. This same channel is then to be
fixed in horiziontal direction at 600mm center to center so as to form a grid of
600mm x 600mm. Glasswool of 50mm thickness is then to be inserted in the slots
and finally calcium silicate non combustible panels/tiles are to be screw fixed with
self tapping pan head nickel coated mild steel screws of size 13 x 3.2mm on to this
grid leaving an even groove of 1 mm between the panels. The joints between the
panels are to be duly jointed and finished using recommended jointing calcium
silicate based compound and fiber joint tape roll 50mm wide (90 metre )roll and
two coats of primer suitable for panelling as per manufacturer's specification as per
26.24 direction of Engineer-in-Charge all complete.
With 15 mm thick fully perforated square/butt edge light weight calcium silicate
26.24.1 panels/ tiles sqm 2736.8 2370.5
 Providing and fixing 15 mm thick false ceiling tiles at all heights with integral
densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of
Size 595x595 mm of approved texture, design and patterns having NRC (Noise
Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light reflectance of
85% (minimum). Non combustible as per BS:476 (part-4), fire performance as per
BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity < 0.043
W/m K as per ASTM 518:1991,in true horizontal level on the existing frame work
consisting of T-sections and Lsections suitably fixed according to tile size as per
26.25 direction of Engineer-in-charge. sqm 1379.1 1224.9

Providing & fixing false ceiling at all heights with GRG (Glass Fibre Reinforced
Gypsum) false ceiling tiles of Size 595x595 mm of approved texture, design and
patterns having moisture content less than 2%, humidity resistance of 99%,
NRC0.50 to 0.75 as per IS 8225:1987, Non combustible as per BS 476 (part 4)-1970
and light reflectance of 85% (minimum) to be laid in true horizontal level
suspended on inter-locking metal T-Grid of hot dipped galvanised iron section of
0.33mm thick (galvanized @ 120 grams per sqm including both sides) comprising of
main-T runners of size 15x32 mm of length 3000 mm, cross - T of size 15x32 mm
of length 1200 mm and secondary intermediate cross-T of size 15x32 mm of length
600mm to form grid module of size 600 x 600 mm, suspended from ceiling using
galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 50 mm long, 8
mm outer diameter M-6 dash fasteners, 6 mm dia fully threaded hanger rod upto
1000 mm length and L-shape level adjuster of size 85x25x2 mm. Galvanised iron
perimeter wall angle of size 24x24x0.40 mm of length 3000 mm to be fixed on
periphery wall / partition with the help of plastic rawl plugs at 450 mm center to
center and 40 mm long dry wall wood screws. The work shall be carried out as per
26.26 specifications, drawing and as per directions of the Engineer-in-Charge.

26.26.1 With semi perforated 12 mm thick micro tegular edged GRG false ceiling tiles. sqm 1572.85 1454.6
With fully perforated 12 mm thick micro tegular edged or 10 mm thick square edged
26.26.2 GRG false ceiling tiles. sqm 1699.3 1519.25

Providing and fixing mineral fibre false ceiling tiles at all heights of size
595X595mm of approved texture, design and pattern. The tiles should have
Humidity Resistance (RH) of 99%, Light Reflectance ≥ 85%, Thermal Conductivity
k = 0.052 - 0.057 w/m K, Fire Performance as per (BS 476 pt - 6 &7)in true
horizontal level suspended on interlocking T-Grid of hot dipped all round
galvanized iron section of 0.33 mm thick (galvanized @120 gsm) comprising of
main T runners of 15x32 mm of length 3000 mm, cross T of size 15x32mm of
length 1200 mm and secondary intermediate cross T of size 15x32 mm of length 600
mm to form grid module of size 600x600 mm suspended from ceiling using
galvanized mild steel item (galvanised@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
26.27 directions of the engineer-in-charge.
26.27.1 With 16 mm thick beveled tegular mineral fibre false ceiling tile (NRC 0.55 to 0.6 sqm 2000.85 1787.9

26.27.2 With 20 mm thick beveled tegular mineral fibre false ceiling tile (NRC 0.7) sqm 2296.85 2042.4
With 16 mm thick beveled tegular mineral fibre Anti-microbial false ceiling tile
26.27.3 confirming to ISO 5 (class 100 ) specifications sqm 2128.25 1892.65

Chipping of unsound/weak concrete material from slabs, beams, columns etc. with
manual Chisel and/ or by standard power driven percussion type or of approved
make including tapering of all edges, making square shoulders of cavities including
cleaning the exposed concrete surface and reinforcement with wire brushes etc. and
disposal of debris for all lead and lifts all complete as per direction of Engineer-In-
26.28 Charge
26.28.1 75mm average thickness sqm 287.1 273.9
26.28.2 50mm average thickness sqm 194.6 185.3
26.28.3 25 mm average thickness sqm 96.5 92.05

Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust
free steel surface by using alkaline chemical rust remover of approved make with
paint brush and removing loose particles after 24 hours of its application with wire
brush and thoroughly washing with water and allowing it to dry, all complete as per
26.29 direction of Engineer-In-Charge.
26.29.1 Bars upto 12 mm diameter metre 5.9 5.55
26.29.2 Bars above 12 mm diameter metre 11.8 11.1

Drilling suitable holes in reinforced or plain cement concrete with power driven drill
machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels,
columns and slabs to introduce steel bars for sunshades/balconies including fixing
the steel bars in position using epoxy resin anchor grout of approved make but
excluding the cost of reinforcement, all complete as per direction of Engineer-In-
26.30 Charge.
26.30.1 Upto and including 12mm dia. each 113.05 103.25
Providing, mixing and applying bonding coat of approved adhesive on chipped
portion of RCC as per specifications and direction of Engineer-In-charge complete
26.31 in all respect.
SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg
cement per sqm of surface area mixed with specified proportion of approved
26.31.1 polymer sqm 117.3 102.4

26.31.2 Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make sqm 388.5 337.25

Providing, mixing and applying SBR polymer (of approved make) modified Cement
mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum
2% by wt. of cement used) as per specifications and directions of Engineer-in-
26.32 charge.
26.32.1 12 mm average thickness. sqm 304.1 265.55
26.32.2 25 mm average thickness in 2 layers. sqm 471 410.5
26.32.3 50 mm average thickness in 3 layers. sqm 942 821

Providing, mixing and applying SBR polymer (of approved make @ minimum 2%
by wt. of cement used) modified plain/reinforced cement concrete for structural
members having minimum characteristic compressive strength [with ordinary
portland cement, coarse sand and graded stone aggregate of 10mm maximum size in
26.33 proportion as per design criteria] with specified average thickness.

26.33.1 50mm thick in Grade M 25 with cement content not less than 330 kg per cum sqm 539.9 463.45

26.33.2 75mm thick in Grade M 25 with cement content not less than 330 kg per cum sqm 809.8 695.15
 Providing and laying SBR Polymer modified (of approved make @ minimum 2% by
wt. of cement used) plain/reinforced concrete jacket for the structural members e.g.
columns, pillars, piers, beams etc with concrete having the specified minimum
characteristic compressive strength [with ordinary portland cement, coarse sand and
graded stone aggregate of 10mm maximum size in proportion as per design criteria]
26.34 with specified average thickness all-round existing core of RCC member.

26.34.1 50mm thick in Grade M 25 with cement content not less than 330 kg per cum sqm 539.9 463.45

26.34.2 75mm thick in Grade M 25 with cement content not less than 330 kg per cum sqm 809.8 695.15

26.34.3 100mm thick in Grade M 25 with cement content not less than 330 kg per cum sqm 1079.75 926.9

Providing and injecting approved grout in proportion recommended by the

manufacturer into cracks/honey-comb area of concrete/masonry by suitable
gun/pump at required pressure including cutting of nipples after curing etc. complete
as per directions of Engineer-in-Charge. (The payment shall be made on the basis of
26.35 actual weight of approved grout injected.)

Stirrer mixed Acrylic Polymer of approved make @ 2% of weight of cement used)

26.35.1 modified Cement slurry made with non shrink compound in concrete/RCC work kg 97.3 89.9

Stirrer mixed SBR Polymer (of approved make) modified Cement slurry made with
26.35.2 Shrinkage Compensating Cement in concrete/RCC work. kg 101.55 93.25
26.35.3 Epoxy injection grout in concrete/RCC work of approved make kg 792.3 688

Providing, erecting, maintaining and removing temporary protective screens made

out of specified fabric with all necessary fixing arrangement to ensure that it remains
26.36 in position for the work duration as required by the Engineer-in-charge.
26.36.1 Wooven PVC cloth sqm 45.5 39.5

Cleaning of exposed concrete surface of sticking material including loose and

foreign material by sand blasting with coarse sand followed by and including
26.37 cleaning with oil free air blast as per direction of Engineer in charge. sqm 289.9 254.7

Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design
mix concrete having the specified minimum characteristic compressive strength
[with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm
maximum size in proportion as per design criteria] including the cost of centering
and shuttering at edges and corners etc. as directed by Engineer- in-Charge Note:
Rates shall include the providing necessary ground wires etc. The levelling gauges,
if used, shall be paid for separately. Payment under this item shall be made only
after proper wet curing has been done and surface has been satisfactorily evaluated
26.38 by sounding/tapping with a blunt metal instrument.

26.38.1 25mm thick in Grade M 25 with cement content not less than 330 kg per cum sqm 635.65 562.3

26.38.2 50mm thick in Grade M 25 with cement content not less than 330 kg per cum sqm 1009.7 887.1

26.38.3 75mm thick in Grade M 25 with cement content not less than 330 kg per cum sqm 1445.3 1265.35
 Providing and inserting 12mm dia galvanised steel injection nipple in honey comb
area and along crack line including drilling of holes of required diametre (20mm to
30mm) up to depth from 30mm to 80mm at required spacing and making the hole &
crack dust free by blowing compressed air, sealing the distance between injection
nipple with adhesive chemical of approved make and allow it to cure complete as
26.39 per direction of Engineer-In-Charge. each 191.2 170.8

Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other
suitable size wire mesh to be fixed & firmly anchored to the concrete surface by
means of "L" shaped mild steel shear key welded with existing reinforcement
including the cost of materials, labour, tool & plants as approved by Engineer-in-
26.40 charge. sqm 801.7 716.3

Designing, providing, installing and fixing factory finished custom designed cold
form Light Gauge Steel Framed super structure comprising of steel wall panel,
trusses, purlins etc manufactured out of minimum 0.75 mm thick steel sheet as per
design requirements. The steel sheet shall be galvanized (AZ-150gms Aluminium
Zinc Alloy coated steel having minimum yield strength 300-550 Mpa) conforming
to AISI specifications and IBC 2009 for cold formed steel framing and construction
and also as per IS: 875-1987, ISO 800-1984 and IS:801- 1975. The wind load shall
be as per provisions of IS 875 (part -III). LGSFS frame shall be designed as per IS:
801 using commercially available software such as Frame CAD Pro-11.7/ STAAD
PRO-V8i/ArchitekV2.5.16/ Revit architecture-2011 or equivalent. Proper usage of
Connection Accessories like Heavy Duty Tension Ties, Light Duty Hold-ons, Twist
Straps (to connect truss with wall frames), Strong Tie, Tie Rod, H-Brackets, Boxing
Sections, L-Shaped Angles for better structural stability. The framing section shall
be cold form C-type having minimum web depth 89 mm x 39mm flange x 11mm lip
in required length as per structural design requirement duly punched with
dimple/slot at required locations as per approved drawings. The slots will be along
centre line of webs and shall be spaced minimum 250mm away from both ends of
the member. The frame can be supplied in panelized or knock down condition in
specific dimensions and fastened with screws extending through the steel beyond by
minimum of three exposed threads. All self drilling tapping screws for joining the
members shall have a Type II coating in accordance with ASTM B633(13) or
equivalent corrosion protection of gauge 10 & 12, TPI 16 & 8 of length 20mm. The
frames shall be fixed to RCC slab or Tie beam over Neoprene rubber using self
expanding carbon steel anchor bolt of dia as per approved drawings. design subject
to minimum 12mm diameter and 121mm length conforming to AISI 304 and 316 at
500mm c/c with minimum embedment of 100mm in RCC (RCC to be paid
separately) and located not more than 300mm from corners or termination of bottom
tracks complete in all respects. The item also includes the submission of stability
reports duly examined and issued by any NIT/IIT. The rate includes the concept
design, detailed design, fabrication of sections, transportation, installation and all
26.41 required fixing arrangement at site as described above. kg 217.5 199.1

Providing and fixing of external wall system on Light gauge steel frame work with
Outer face cement boards as per standard sizes fixed with self-drilling / taping
screws / fasteners @ 60cm c/c of approved make. A grove of 2 mm to 3mm shall be
maintained and groves shall be sealed with silicon based sealant. The board shall be
fixed in a staggered pattern.Screws shall be of counter sunk rib head of 1.60 mm to
4 mm thick of 8 to 10 gauge of length varying from 25 to 45 mm and internal face
12.5 mm thick gypsum plaster board fixed on cement board as per standard size
fixed with self-drilling / taping screws / fasteners @ 60cm c/c of approved make,
proper taping and jointing to be done using fiber mesh tape and epoxy and acrylic
based jointing compound for seamless finish.(cost of frame work to be paid for
26.42 separately).
 Outer face: Outer face having 6mm thick fiber cement board fixed on 9mm thick
fiber cement board, Type A, as per IS:14862:2000 (high pressure steam cured) inner
Face :- 12.5 thick gypsum plaster board conforming to IS 2095:2011 fixed on 8 mm
thick fiber cement board confirming to IS:14862:2000 of type B (high pressure
26.42.1 steam cured) sqm 3418.95 2935

Outer face: Outer face having 8 mm thick cement bonded particle board fixed on 10
mm thick cement bonded particle board. (Termite, Fire and Moisture Resistance) as
per IS 14276:1995. Inner face:- 12.5 thick gypsum plaster board conforming to IS
2095:2011 fixed on 8 mm thick cement bonded particle board (Termite, Fire and
26.42.2 Moisture Resistance) confirming to IS 14276:1995 sqm 2697.8 2308.95

Providing and fixing internal wall panels on Light gauge steel frame work with
12.5mm thick gypsum plaster board conforming IS 2095:2011 fixed on 8mm thick
fiber cement board conforming to IS 14862:2000 of category III type B (High
pressure steam cured) as per standard sizes fixed with self-drilling / taping screws /
fasteners @ 60cm c/c of approved make, Screws shall be of counter sunk rib head of
1.60mm to 4 mm thick of 8 to 10 gauge of length varying from 25 to 45 mm.
Proper taping and jointing to be done using fiber mesh tape and epoxy and acrylic
based jointing compound for seamless finish.(cost of frame work to be paid for
26.43 separately) sqm
Cement Fiber Board 8 mm thick as per IS 14862:2000 of type B (High pressure
26.43.1 Steam Cured) sqm 2118.95 1829.4
Cement Bonded particle board 8 mm (Termite, Fire & Moisture Resistance), as per
26.43.2 IS:14276:1995 sqm 1868.75 1612.2
Providing and fixing in all exterior face panels breathable vapour barrier underneath
the cement fiber board as per National Building Code 2009 complete as per
26.44 direction of Engineer-in-charge. sqm 293.95 262.1

Supplying and installation of moisture resistant/ fire resistant cement board as per
standard sizes fixed with self-drilling / taping screws. Screws shall be of counter
sunk rib head of 1.60 mm to 4 mm thick of 8 to 10 gauge of length varying from 25
26.45 to 45 mm. sqm
Cement Fiber Board 6 mm thick as per IS 14862:2000 of type B (High pressure
26.45.1 steam cured) sqm 1179.3 1017.35
Cement Bonded particle board 8 mm thick (Termite, Fire & Moisture Resistance), as
26.45.2 per IS:14276 : 1995 sqm 804 691.55

Providing and fixing in position, 200 mm thick factory made Expanded Polystyrene
Core (EPS Core) wall panels consisting of EPS core sandwiched between two
Engineered sheets of welded wire fabric mesh duly finished with shortcrete
materials on outer faces. The fabric mesh shall be made of 3 mm dia G.I. wire mesh
with 50 mm pitch in both the directions and on both faces of the wall, kept at 120-
135 mm gap and connected by the zig zag G.I. wire of 3 mm dia at alternate row by
welding (at an angle ranging from 50-70 degree) . The EPS core shall consist of 100
mm thick EPS of density not less than 20 kg/ per cum. Both the outer faces of the
panel shall be finished by applying the layer of 50 mm thick cement mortar 1:3 {1
cement: 3 coarse sand (not having more than 40% stone chips of size upto 6 mm)} À
with the help of shotcreting/guniting equipment etc at a pressure not less than 1 bar
(100Kn/m2) and both surfaces finished with trowel. Fixing operations of wall panels
shall be completed in all respect as per drawings and specifications and under the
26.46 overall direction of the Engineer-in-charge. sqm 3854.6 3361.55
 Providing and fixing in position, 230mm thick factory made Expanded Polystyrene
Core (EPS Core) roof/floor panels made of 3 mm dia G.I. wire mesh with 50 mm
pitch in both the directions and on both faces of panel, kept at 120-135 mm gap and
connected by the zig zag G.I. wire of 3 mm dia at alternate row by welding (at an
angle ranging from 50-70 degree). The EPS core shall consist of 100 mm thick EPS
of density not less than 20kg/ per cum. The bottom side of the panel shall be
finished by applying a layer of 60-65 mm thick cement mortar 1: 3 {1 cement: 3
coarse sand (not having more than 40% stone chips of size upto 6 mm)} À with the
help of shotcreting equipment etc at a pressure of not less than 1 bar (100Kn/m2)
and surface finished with trowel. The top face of the panel shall be provided and
finished by applying 70-75 mm thick layer of cement concrete 1:1.5: 3 (1
cement :1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). Fixing
operations of roof/floor panels shall be completed in all respect as per drawings and
26.47 specifications and under the overall direction of the Engineer-in-charge. sqm 4144.95 3608.05

Providing and fixing of customised Aluminium formwork for monothilic

construction on RCC members with repetitive usage made up of aluminium
sheets/plates of minimum 4 mm thickness and grade 6061 (Type-6). The form work
comprises of (a) wall panel, rocker, kicker and internal soffit corner, external soffit
corner, external corner, internal corner etc. (b) beam components i.e beam side panel
prop head for soffit beam, beams soffit panel, beam soffit bulk head and (c) deck
components i.e. deck panel, deck prop, prop length, deck mid, soffit length, deck
beam bar. The panels are held in position by a simplepin and wedge system that
passes through holes in the outside rib of each panel. The tolerance of finished panel
shall not be less than (-1 mm) and shall conform to IS 14687-1999. Pins and wedges
to be made of high grade hot deep galvanised mild steel. This formwork also
comprises of M.S angle iron, "Z" shaped brackets braced diagonally at 0.90 to 1.00
mtr. centre to centre on external wall face just the level below on which to lay M.S.
square tube panels (Challis) and guard railing supports to form working platform
and 40 mm dia G.I telescopic adjustable props to support deck formwork and beam
soffit panels including de-shuttering the formwork from odd/even level to be
shifted/lifted to next alternate odd/even level before which the pins and shuttering
surface to be thouroughly cleaned, pins greasing and shuttering surface oiling
properly before fixing all complete including sealing of gap between kicker plates of
wall panel and floors (if any) as per design of formwork as provided by shuttering
supplier and as per direction of Engineer-in-charge including filling and finishing
the holes of varied sizes and shapes (left by keys/pins of aluminium form work
shuttering while de-shuttering) with GP-2 cementeous polymer compound mixed
with water in ration prescribed by manufacturer to form consistent workable dough
for pushing it in the holes upto full depth of wall using appropriate tools and
26.48 finishing smooth all complete as per directions of Engineer-in-Charge. sqm 407.3 311.75
 Providing and fixing in position factory made EPS cement sandwich wall/roof/floor
light weight solid core panels made of core material of EPS granule balls/beads
(conforming to IS 4671:1984 and shall have density not less than 15kg per cum)
adhesive, cement, sand, flyash and other bonding material in mortar state processed
to form in a preset mould. The outer face on both sides of the panels will be non
asbestos fiber cement board confirming to IS 14862:2000 or Calcium silicate board
confirming to EN 14306:2009 of 5mm thick each. Panel shall be laid on 6mm thick
cement mortar (1 cement: 2 fine sand) mixed with chemical adhesive of 0.5kg per
50kg of cement or shall be preferably fixed into 'C' channel made of 1.2mm thick
MS plate screwed/fastenened to the slab/column/beam etc. The panel shall fixed
vertically with tongue and groove joint and horizontally locked with steel bar
between each other and floors and filled with cement mortar and adhesive. Panels
should be used as floor & roofing with additional structural support, steel or RCC
depending upon the design. All the operation shall be completed in all respect as per
drawings, Manufacturers specifications and under the overall direction of Engineer-
in-Charge (Cost of all the material is included except "C channel" which will be paid
26.49 seperately).
26.49.1 Non load bearing panels 50mm thick of required size sqm 1166.85 1015.65
26.49.2 Non load bearing panels 60mm thick of required size sqm 1321 1149.85
26.49.3 Non load bearing panels 75mm thick of required size sqm 1605.45 1396.2
26.49.4 Non load bearing panels 90mm thick of required size sqm 1915.25 1665.7
26.49.5 Non load bearing panels 100mm thick of required size sqm 2258.55 1963.3

Providing and fixing in position factory made non asbestos fibre reinforced aerated
cement sandwich wall/roof/floor light weight solid core panels made of light weight
cement concrete core composed of OPC cement, pulverized flyash, quick lime,
cotton pulp & Gypsum in mortar state mixed with aeration agent in a preset mould.
The outer face on both sides of the panels will be non asbestos fibre cement board
confirming to IS 14862:2000. These solid wall panels are installed using Galvanized
iron steel tracks/C channel of 1mm thick of required sizes as recommended by
manufacturer's and fixed to floor and RCC soffit in plumb to each other with steel
screw/fasteners. The panel shall be fixed vertically with tongue & groove joint with
cement based polymer modified jointing compound. The exposed surface finished
with fibre mesh/glass fibre tape with polymer based jointing compound having
superior flexibility. Panels should be used as floor & roofing with additional
structural support, steel or RCC depending upon the design. All the operation shall
be completed in all respect as per drawings, Manufacturers specifications and under
the overall direction of Engineer-in-Charge (Cost of all the material is included
26.50 except "tracks/C channel" which will be paid separately).
Non load bearing panels 50mm thick of required size (minimum 4mm thick fibre
26.50.1 cement board) sqm 1317.95 1153.45
Non load bearing panels 75mm thick of required size (minimum 5mm thick fibre
26.50.2 cement board) sqm 1535.7 1342.45
 Supplying of standard quality GFRG panel of 124 mm thickness with modular
cavities purchased from GFRG panel manufacturing plant in the country, cut to
required wall sizes and floor/ roof slab sizes in correct length and height, including
cutting of door, window and ventilator opening as per the cutting drawing prepared
by architects /design engineers for the construction of GFRG building and loaded in
stillages for transportation to the construction site. Cost of panel includes security
deposits, hire charges of stillages & jaws, cost of transportation in trucks/ lorries
without any damages upto 300kms including all leads and lifts from GFRG
manufacturing plant to construction site and unloading at site using suitable fork lift/
crane. (Payment shall be made on the basis of area of one side of panel without
reduction of opening of door/ window / ventilator). For transportation above
26.51 300kms, additional charges to be paid. sqm 1305.6 1130.45

Erection of GFRG Panels in walls in all floors using suitable crane as per
instructions of Engineer-in-Charge, as per cutting drawings and structural drawings,
in perfect line and plumb, above RCC plinth beam/GFRG panel below and provide
necessary lateral/ slanting support to keep the wall panel in safe position, providing
& tieing of Reinforcement as per structural drawings and applying a coat of
water repellant coating Zycosil/equivalent or equivalent product (1
Zycosil/equivalent compound :10 water ) to saturation level over RCC plinth beam
to provide water proofing treatment to joint between wall panel & plinth beam as
per the guide lines / instruction by the engineer in charge. (Cost of reinforcement,
water proofing of walls and plinth beam/GFRG panel below joints and installation
of door/ window frames before filling of concrete shall be paid separately). The rate
quoted shall include making provision for laying of lintels, beams, sunshades,
staircase beams, lofts, plumbing work, electrical conduits and any structural
insertion etc., as per the drawing and direction of the engineer in charge. The
payment shall be made based on the actual exposed area (one side only) of the
panel. The work shall be carried out as per the Special Conditions For Glass Fibre
Reinforced Gypsum (GFRG) Structures mentioned in NIT. Note: i) When cutting
panel, “A” side is to be for outside or external surface of respective external wall
and B side is to be for internal surface of wall ii)Erection of panel is to be with
reference to both building plan & cutting drawing by following notational mark
indicated in the cutting drawing as well as notional mark written on each panel cut
26.52 as per cutting drawing sqm 266.55 219.5

Filling of empty cavities (as shown in the structural design drawing) with quarry
dust mixed with 5% cement (by volume). After initial infill of 50 mm thick with
M25 concrete at base/bottom of cavities to seal off, infill wall panel cavities in 3
stages as detailed below, (i) 1st pour / infill to be limited to 0.3 to 0.50 m height
from bottom of the panel. (ii) 2nd Pour/ infill: infilling shall be done only after 90
minutes interval between successive pours. The maximum height of infill shall be
restricted to 1.5m height or up to the top level of door / window. (iii) 3rd pour/infill:
After an interval of 90 minutes of second pour, infill or pour the balance height up to
the bottom of embedded RCC tie beam.
Pour enough water just required to dampen the dry mix
enough to form cake form after each stage. (cost of laying M25 concrete shall be
paid separately) (If any rain falls in between any stages of concrete pour, make sure
to cover the panel top to prevent ingress of water or water falling into the cavities. In
case of water collection over the concrete inside the panel, drill 10mm hole in
GFRG panel immediately above concrete filled level to drain out water before
26.53 pour/in-fill of balance concreting) cum 2346.15 1950
 Laying of GFRG panel as roof / floor slab panel and staircase panel using suitable
crane as per instructions of Engineer-in-Charge, including providing support system
with 25mm x 300mm-400 mm wide plywood, as runner with proper prop below
proposed micro beams including (a) Cutting of top flange of panel to 180 mm wide
(leaving 25mm projection on either side) to provide RCC embedded micro beam as
per cutting drawings and structural drawings. (b) Reinforcement for micro beams
and tie beams to be provided in position with proper anchorage as per structural
drawings. (c) Provision for Electrical cabling, fan hooks and laying of pipes for
plumbing work. (d) Concreting of Tie beam, micro beam and top of GFRG panels
(50 mm thick) with M-25 cement concrete mix using coarse aggregate of size less
than 20 mm including laying of 10 gauge 100x100 size weld mesh with 25 mm
26.54 effective cover from the panel top. sqm 285.15 222.35
Supplying and fixing 10 Gauge weld mesh of size 100mm x100 mm for floor/roof
slab concrete screed over the micro beams as reinforcement. The weld mesh shall be
26.55 fixed as per drawing. sqm 233.7 203.2

Application of ZMB 60/equivalent solution (100 Kg ZMB 60/equivalent, 1 litre

ZMB Nano Thinner, 20 litre water & 1 Litre Zycoprime/equivalent = 122 litre/kg)
over already applied coat of Zycosil/equivalent & Zycoprime/equivalent solution on
the top of all the RCC plinth beams by brush/spray coat before erection of GFRG
over RCC plinth beams in GF. In the case of upper floors 150 mm wide on floor
slab for all the external walls, bath/toilet/wet areas (3 hrs drying time) before
26.56 erection of wall panel on upper floors including erection of parapet wall. sqm 286 277.35

After erection of GFRG wall panels, seal all GFRG wall joints with paper tape
temporarily. Water proofing treatment of vertical joints with Zycosil/equivalent
water proofing Solution (1 litre of Zycosil/equivalent & 20 litres of water stirred
first & 2 litres of Zycoprime/equivalent added and stirred (total 23 litres)) with 50
ml syringe till the gap and in filled concrete is completely saturated. After removing
the paper seal, seal off the vertical joints with water proofing material "Grout
26.57 RW/equivalent " (Sealing cost excluded.) metre 81.25 76.9

Filling of joints between RCC plinth beam / floor slab and wall panel of external
walls, toilet / bath room / wet areas walls on all floor and parapet wall over roof
slab, stair case head room at the time of erection of GFRG panels with Grout
RW/equivalent sealant compound after the erection of panel before the infill of
concrete in panel cavities and fine finish. This applies for all horizontal and vertical
26.58 joints between GFRG wall and slab panels. metre 39.6 38.9

Water proofing treatment of Vertical joints (of external side and internal side)
between door frame, window & ventilator frames (on all four sides) of outer wall
over the Zycosil/equivalent & Zycoprime/equivalent solution already applied
(before the installation of door / window / ventilator frames in position) and fine
26.59 finish with Grout RW/equivalent. metre 40.4 39.65

Water proofing treatment of RCC sunshade with Zycosil/equivalent water proofing

Solution (1 litre of Zycosil/equivalent & 20 litres of water stirred first & 2 litres of
Zycoprime/equivalent added and stirred (total 23 litres)) till it meets the saturation
level and testing as per RILEM or by water drops test in which water drops do not
26.60 absorb but drops remain or rolls. sqm 131.5 119.35

In-filling / sealing of joint between RCC lintel cum sunshade and wall (on external
side) in all floors by pushing in Grout RW/equivalent in paste form and coving 20
mm x 20 mm after applying a coat of Zycosil/equivalent & zycoprime/equivalent
26.61 solution before cement plastering of top, bottom and sides of RCC sunshade. metre 40.4 39.65
 Designing, Providing, installing and fixing factory finished customed design
pregalvanized high tensile steel joists manufactured from G350 Z275 confirming to
IS:277-1992, minimum coating of galvanizing 275 gm/sqm, minimum yield stress
35 MPa & minimum tensile strength of 380 MPa placed 1.23 metre apart to support
26.62 the load of slab etc as per the design & directions of Engineer-in-Charge. kg 139.65 123.15
Providing and fixing special adjustable lockbars of mild steel E-250 to support the
temporary plywood for work between joists during construction as per design &
26.63 directions of the Engineer-in-charge. kg 20.55 18.6
Centering and shuttering with 12mm thick shuttering plywood confirming to IS
4990:2011 and removal of form at all heights. Plywood will be supported on lock
26.64 bars.
26.64.1 Suspended floors, roofs, landings, balconies and access platform. sqm 87.95 77.45

Providing and fixing roofing consist of 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
26.65 be paid separately). sqm 1451.7 1391.5

Providing and fixing in position, 130 mm thick factory made Expanded Polystyrene
Core (EPS Core) wall panels consisting of EPS core sandwiched between two
Engineered sheets of welded wire fabric mesh duly finished with shortcrete
materials on outer faces. The fabric mesh shall be made of 3 mm dia zinc coated G.I.
wire mesh with 50 mm pitch in both the directions and on both faces of the wall and
connected by GI wire of 3mm dia at alternate row by welding. The EPS core shall
consist of 60 mm thick EPS of density not less than 16 kg/ per cum. Both the outer
faces of the panel shall be finished by applying the layer of 35 mm thick cement
mortar 1:3 {1 cement: 3 coarse sand (not having more than 40% stone chips of size
upto 6 mm)} with the help of shotcreting/guniting equipment etc at a pressure not
less than 1 bar (100KN/m2) and both surfaces finished with trowel. Fixing
operations of wall panels shall be completed in all respect as per drawings and
26.66 specifications and under the overall direction of the Engineer-in-charge. sqm 2318.9 2043.45

Providing and fixing of external thermal insulation and composite system with First
layer of self-extinguishing type Expanded Polystyrene (EPS) insulation boards of
120 mm thick ( max 1mX0.5m section), confirming to IS 4671:1984, having thermal
conductivity of 0.034 W/mK, (measured as per IS 3346-1980), density of 20-24
kg/m³ measured as per IS 5688-1982, Fire retardant property self-extinguishing type
as per EN 13501-1, bonded with special polymer modified cementitious adhesive
confirming to EOTA ETAG 004 (European Technical Approval) formulated to
bond polystyrene insulation boards to typical mineral substrate (according to ETAG
004) and Polypropylene mechanical fasteners with plastic pin confirming to EOTA
ETAG 014 (European Technical Approval) having dia 10mm & L=200mm on
finished level wall and the junction between two adjacent EPS boards to be sealed
with low expansion moisture cure Polyurethane Foam. Second layer consists of
Fiberglass mesh covered with alkali-resistant coating, mass per unit area ≥145
gm/m², mesh size: 3.9x4.0 mm ±10% embedded in special polymer modified
cementitious Base Coat with hydrophobes and the corners will be protected with
Corner-beads with alkali-resistant mesh wings at least 10 cm wide, mesh mass per
unit area min 145 gm/m². The surface will be levelled, finished, made smooth
complete in all respect as per manufactures specification and as per directions of
26.67 Engineer-in-Charge. sqm 3366.6 2961.3
 Providing and laying factory made Precast concrete solid blocks of 200 mm
thickness of grade M10 made of C&D waste from approved manufacturer in
26.68 foundation and plinth in:
26.68.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 5808.25 5020.05
Providing and laying factory made Precast concrete solid blocks of 200 mm
thickness of grade M10 made of C&D waste from approved manufacturer in
26.69 superstructure above plinth level up to floor V level
26.69.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 7590.9 6516
Providing and laying half block masonry with factory made Precast concrete solid
blocks of 100 mm thickness of grade M10 made of C&D waste from approved
26.70 manufacturer in foundation and plinth in:
26.70.1 Cement mortar 1:4(1 cement : 4 coarse sand) sqm 695.4 602.4

Providing and laying half block masonry with factory made Precast concrete solid
blocks of 100 mm thickness of grade M10 made of C&D waste from approved
26.71 manufacturer in superstructure above plinth level up to floor V level:
26.71.1 Cement mortar 1:4 (1 cement : 4 coarse sand) sqm 853.75 735.7

Providing and laying 60mm thick factory made cement concrete paver block of
approved shape and colour of M -30 grade made of C&D waste by block making
machine with vibratory compaction laid in required pattern and including over
50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all
26.72 complete as per the direction of Engineer-in-charge. sqm 748.6 613.8

Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to

30%) of different thickness & modular width 1200 mm in Controlled Factory
Environment with approved methodology confirming to IS 10297:1982 by using
long line casting method having arrangement of proper steel bed. Concreting should
be done by batch mixing plant capable of producing zero slump concrete,
transported through automatic shuttels of standard make & layed on bed with the
help of extruder/Slipformer, finishing, curing and also provision of steam curing.
Cutting, making necessary cutout/holes of required sizes for services in slab element
after achieving required strength, yard handling & stacking all complete as per
approved shop drawings & design mix as per the direction of the Engineer-in-
charge. (Cost of strands should be paid separately). Note: Excess/less cement over
the specified cement content used as per design mix is payable/recoverable
26.73 separately)
26.73.1 Concrete Grade-M-40 (cement content 400 kg )
26.73.1.1 100 mm thick hollow core slab metre 1152.35 1010.6
26.73.1.2 120 mm thick hollow core slab metre 1348.5 1182.3
26.73.1.3 150 mm thick hollow core slab metre 1642.75 1439.75
26.73.1.4 200 mm thick hollow core slab metre 2003.8 1755.7
26.73.1.5 250 mm thick hollow core slab metre 2461.85 2156.5
26.73.1.6 300 mm thick hollow core slab metre 2919.95 2557.3
26.73.1.7 350 mm thick hollow core slab metre 3378 2958.15
26.73.1.8 400 mm thick hollow core slab metre 3836.05 3358.95
26.73.2 Extra for using M-50 (Cement content 425 kg) instead of M-40
26.73.2.1 100mm thick hollow core slab metre 17.3 16.9
26.73.2.2 120mm thick hollow core slab metre 20.8 20.3
26.73.2.3 150mm thick hollow core slab metre 25.95 25.4
26.73.2.4 200mm thick hollow core slab metre 32.3 31.6
26.73.2.5 250mm thick hollow core slab metre 40.4 39.5
26.73.2.6 300mm thick hollow core slab metre 48.5 47.35
26.73.2.7 350mm thick hollow core slab metre 56.55 55.25
26.73.2.8 400mm thick hollow core slab metre 64.65 63.15
26.73.3 Extra for using M-60 (Cement content 440 kg) instead of M-40
26.73.3.1 100mm thick hollow core slab metre 27.7 27.05
26.73.3.2 120mm thick hollow core slab metre 33.2 32.45
26.73.3.3 150mm thick hollow core slab metre 41.55 40.6
26.73.3.4 200mm thick hollow core slab metre 51.7 50.5
26.73.3.5 250mm thick hollow core slab metre 64.65 63.15
26.73.3.6 300mm thick hollow core slab metre 77.6 75.8
26.73.3.7 350mm thick hollow core slab metre 90.5 88.4
26.73.3.8 400mm thick hollow core slab metre 103.45 101.05

Fabrication and manufacturing of solid precast concrete element with provisions of

shear keys, connecting loops, dowel tubes and proper lifting accessories for walls,
beams, slabs, stairs, column etc, of various thickness, shape and size of different
concrete grades manufactured in controlled factory environment with approved
methodology including moulds (Pallet system, Tilts form, table moulds, battery
moulds, vertical moulds, beam moulds, column moulds, staircase moulds, Facade
mould, etc.), mixing, transporting and placing of concrete, vibrating, curing,
finishing, making necessary cutout/holes of required sizes for services, yard
handling & stacking all complete as per IS 11447:1985 and as per approved shop
drawings and design mix as per the direction of Engineer-in-Charge (Cost of
26.74 reinforcement, Mechanical, Electrical and Plumbing inserts will be paid separately).
26.74.1 Concrete grade M-35 (Cement content 370 kgs) cum 14554.65 16050
26.74.2 Extra for using M-40 (Cement content 400 kg) instead of M-35 cum 230.9 225.6
26.74.3 Extra for using M-50 (Cement content 425 kg) instead of M-35 cum 423.3 413.55
26.74.4 Extra for using M-60 (Cement content 440 kg) instead of M-35 cum 538.75 526.35

Providing & laying in position Prestressing steel strands (low relaxation) on hollow
core bed by using mechanical pulling arrangement like Rabbit/ Bed master including
all accessories for Stressing & destressing operations as per approved make
conforming to IS1343 & grade FY-1860 etc, complete as per drawings and direction
26.75 of Engineer -in-charge. kg 144.55 128.45

Transportation of Precast Elements by flat bed Trailor (Double / Triple axle 40ft
Length with proper accessories like A frame etc) from factory, including the cost of
26.76 loading , unloading & stacking at site with the help of required capacity cranes.
26.76.1 Lead within 15km MT 444.05 384.35
26.76.2 Add/Deduct over item 26.76.1 for every additional lead of 5 km MT 97.2 84.35

Erection & Installation of Precast/Prestressed Concrete elements in correct & final

position with proper line level and plumb at site making all arrangements (i.e cranes,
push-pull jacks & all another T & P for lifting Placing & Alignment of elements,
within erection tolerance as per IS 15916 as per approved shop drawings and all
complete as per the direction of Engineer-in-Charge but excluding the cost of sim
26.77 pads, non shrink grout and steel works i.e hangers. All work up to fifth floor.
26.77.1 Prestressed hollow core Slab up to 200 mm thickness sqm 160.85 147.65
26.77.2 Prestressed hollow core slab above 200 mm up to 400 mm thickness sqm 277.15 250.65
26.77.3 Solid concrete wall elements cum 2147.55 1949.25
Providing & Applying weather proof sealant on outer joints of approved make
26.78 confirming to IS & directed by Engineer-in-charge.
26.78.1 Sealant 25mmx10mm at joints metre 137 130.15
 Providing & Laying of levelling sim pads required sizes (5x5cm to 10x10cm) of
PVC / Rubber to adjust level of bearing surface of supporting members as per the
26.79 direction of Engineer in charge.
26.79.1 2mm thick each 23.65 22
26.79.2 5 mm thick each 30.35 27.8
26.79.3 10 mm thick each 43.7 39.4

Providing & Grouting of dowel tubes / Shear keys / Joints of precast members with
M-60 grade cementitious grout (Non Shrink) of approved make by suitable means
( Free flowing /pump),curing etc. Complete as per directions of Engineer-in-charge.
(The payment shall be made on the basis of actual weight of approved grout
26.80 injected.)
Stirrer mixed cementitious grout (non shrink) of approved make in dowel tubes /
26.80.1 Shear keys / Joints of precast members. kg 74.25 65.2

Providing and fixing Scaffolding net of required width made of high density
Polyethylene UV stabilized knitted on warp knitting machines having density
100grams/sqm and shading coefficient minimum 75% around the construction site/
for vertical extension as per requirement including fastening/tying with
building/scaffolding pipes or with any other fixtures etc. complete as per direction of
Engineer-in-Charge. (One time payment shall be made for providing Scaffolding net
from start of work till completion of work including shifting if any. The Scaffolding
26.81 net shall be the property of the contractor on completion of the work) sqm 24.2 21.3

Providing and laying rigid EPS (cellular plastic material) blocks conforming to
ASTM standards/specifications of minimum density 21.60 Kg/cum on floors, steps,
stage etc. of required size and shape as per direction of the Engineer-in- Charge.
This shall include the following operation. The EPS blocks shall be cut to required
shape and sizes including cuttings for passing of services, joined together with
synthetic resin adhesives as per relevant specifications and packed/placed in
position for stepped floor or platform formation. The top and sides surfaces to be
provided with GI woven wire mesh of aperture 5.45 mm (with wire dia 0.90 mm)
secured to EPS blocks with wire pins/clips. Horizontal top surface to be provided
with 20 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate upto 6mm chippings) and vertical surface to be provided with 12mm
cement plaster 1:4 (1 cement : 4 coarse sand). The concrete/plastered surfaces so
prepared shall be scratched with wire brushes to form burrs, so as to act as base for
flooring or veneering/panelling to be done later as per approved design (which shall
26.82 be paid for separately complete as per direction of the Engineer-in-Charge. sqm 1999.9 1739.3
 Applying stamping finish to the top surface of freshly laid plain/reinforced
cement concrete of specified grade in porticos, sidewalks, driveways, pool decks and
open yards as per direction of the Engineer-in-Charge. The process shall include the
following:- The concrete shall be placed and screeded to the finished grade, and
floated to a uniform surface by using standard finishing techniques. The approved
color hardener @ 2.7 kg/sqm shall be applied evenly to the surface of the fresh
concrete by the dry shake method by sprinkling in two or more shakes, floated after
each shake and trowelled only after the final floating. The approved release agent @
0.113 kg/sqm shall be applied evenly to the trowelled surface before stamping or the
said release agent can be applied to the flexible polyurethane stamp moulds of
approved design and in required sizes to achieve final stamped pattern. These
stampings shall be placed on the surface of concrete in three to four pieces at a time
and tapped gently with rammers of sufficient size & weight to leave proper stamp
marks and the process repeated for the remaining concrete surface till the whole
surface to be stamped is completed within the time while concrete is in plastic stage
of setting. After stamping, the curing shall be done as per manufactures
specifications. After initial curing the imprinted joints shall be grouted using
cement slurry mixed with color hardener as per the requirement. The surface shall be
sealed by applying acrylic based sealer not less than 0.167 litre/sqm on
finished surface. The construction joints shall be provided by groove cutting of size
4mm x 20mm in panel size 3m x 3 m or lesser as per the site conditions and filling
the same with 10 mm baker rod and providing and laying (PU) Polyurethane based
joint sealer of approved make as per manufacturer's specifications and finished
by applying Polyurethane resin based top protective clear coat of minimum 80
micron applied with rollers on properly cured and dry clean surface. (Cost of
26.83 concrete for flooring is not included in this item which shall be paid separately.) sqm 616.25 546.85

Supplying and laying of Uni Axial Woven Polyster Geogrid conforming to MORTH
3100 and IRC113, as soil reinforcement /basal reinforcement including accessories
like tie-strips, nuts & bolts and loops/lugs for joining reinforcing elements with the
facia panels, overlaps and other protective elements for synthetic geo-grids
and all other activities required for reinforced soil walls, slopes etc complete as
per design requirements, manufacturer specifications and as per direction of
26.84 engineer-in- charge.

Uni Axial Woven polyster geogrid of minimum tensile strength 40KN/m in the
26.84.1 Longitudinal direction and 20 KN/m in the Transverse direction. sqm 139.4 120.05

Uni Axial Woven polyster geogrid of minimum tensile strength 60KN/m in the
26.84.2 Longitudinal direction and 20 KN/m in the Transverse direction. sqm 161.9 139.55

Uni Axial Woven polyster geogrid of minimum tensile strength 80 KN/m in the
26.84.3 Longitudinal direction and 30 KN/m in the Transverse direction. sqm 205.4 177.35

Uni Axial Woven polyster geogrid of minimum tensile strength 100KN/m in the
26.84.4 Longitudinal direction and 30 KN/m in the Transverse direction. sqm 237.7 205.4

Uni Axial Woven polyster geogrid of minimum tensile strength 120KN/m in the
26.84.5 Longitudinal direction and 30 KN/m in the Transverse direction. sqm 254.6 220.05

Uni Axial Woven polyster geogrid of minimum tensile strength 150KN/m in the
26.84.6 Longitudinal direction and 30 KN/m in the Transverse direction. sqm 319.2 276.15
 Uni Axial Woven polyster geogrid of minimum tensile strength 200KN/m in the
26.84.7 Longitudinal direction and 30 KN/m in the Transverse direction. sqm 375.4 324.95

Uni Axial Woven polyster geogrid of minimum tensile strength 250KN/m in the
26.84.8 Longitudinal direction and 30 KN/m in the Transverse direction. sqm 458.3 396.9

Uni Axial Woven polyster geogrid of minimum tensile strength 300KN/m in the
26.84.9 Longitudinal direction and 30 KN/m in the Transverse direction. sqm 529.9 459.1

Supplying and laying of Bi-Axial Woven Polyster Geogrid conforming to MORTH

3100 and IRC113, as soil reinforcement /basal reinforcement of granular road base
and sub base, area stalilization, track bed stabilization, load transfer platforms
including accessories like tie-strips, nuts & bolts and loops/lugs for joining
reinforcing elements with the facia pannels, overlaps and other protective elements
for synthetic geo-grids and all other activities required etc. complete as per design
26.85 requirement manufacturer specifications and as per direction of engineer-in- charge.
Bi Axial Woven polyster geogrid of minimum tensile strength 20KN/m in both
26.85.1 Longitudinal and Transverse direction. sqm 114.1 98.1
Bi Axial Woven polyster geogrid of minimum tensile strength 40KN/m in both
26.85.2 Longitudinal and Transverse direction. sqm 173.1 149.3
Bi Axial Woven polyster geogrid of minimum tensile strength 60KN/m in both
26.85.3 Longitudinal and Transverse direction. sqm 223.7 193.25

Providing and fixing factory made single extruded WPC (Wood Polymer
Composite) solid door/window/Ceosetory windows & other Frames/Chowkhat
comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium
carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic
additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints
after applying PVC solvent cement and screwed with full body threaded star headed
SS screws having minimum frame density of 750 kg/cum, screw withdrawal
strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58
N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class
A category with property of being termite/borer proof, water/moisture proof and
fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of
required dia and length complete as per direction of Engineer-In- Charge. (M.S hold
fast/lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid
door/window frames, minus 5mm tolerance in dimensions i.e. depth and width of
profile shall be acceptable. Variation in profile dimensions on plus side shall be
26.86 acceptable but no extra payment on this account shall be made.
26.86.1 Frame size 45 x 70 mm metre 644.7 561.6
26.86.2 Frame size 45 x 85 mm metre 862.8 750.9
26.86.3 Frame size 50 x 100 mm metre 885.55 770.65
26.86.4 Frame size 50 x 125 mm metre 1007.3 876.35
26.86.5 Frame size 65 x 100 mm metre 1038.05 903.05
26.86.6 Frame size 65 x 125 mm metre 1301.65 1131.9
26.86.7 Frame size 65 x 150 mm metre 1543.8 1342.1
 Providing and fixing factory made single extruded WPC (Wood Polymer
Composite) solid plain flush door shutter of required size comprising of virgin
polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural
fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum
toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw
withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive
strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of
flame of Class A category with property of being termite/borer proof,
water/moisture proof and fire retardant and fixing with stainless steel butt hinges of
required size with necessary full body threaded star headed counter sunk S.S
screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt
26.87 hinges and necessary S.S screws shall be paid separately)
26.87.1 30 mm thick sqm 4149.1 3607.65
26.87.2 35 mm thick sqm 4792.65 4166.35

Providing and fixing factory made single extruded WPC (Wood Polymer
Composite) solid decorative type flush door shutter of required size comprising of
virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and
natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives
(maximum toxicity index of 12 for 100 gms) having minimum density of 650
kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum
compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to
spread of flame of Class A category with property of being termite/borer proof,
water/moisture proof and fire retardant. WPC to be laminated with PVC foil of
minimum 14 microns thick of approved design pasted with hot melt adhesive on
both faces of shutter and fixing with stainless steel butt hinges of required size with
necessary full body threaded star headed counter sunk S.S screws, all as per
direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary
26.88 S.S screws shall be paid separately)
26.88.1 30 mm thick sqm 4477.4 3890.75
26.88.2 35 mm thick sqm 5120.95 4449.45

Providing and fixing factory made single 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
26.89 hinges and necessary S.S screws shall be paid separately)
26.89.1 18 mm thick sqm 2823.65 2457.1
26.89.2 25 mm thick sqm 3683.95 3203.95
 Providing and fixing factory made single extruded WPC (Wood Polymer
Composite) solid plain white color board for backing of cup boards and
bathroom/kitchen cabinets etc. of required size comprising of virgin polymer of K
value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood
powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of
12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal
strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50
N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class
A category with property of being termite/borer proof, water/moisture proof and fire
retardant and fixing with stainless steel screws etc. all as per direction of Engineer-
26.90 In- Charge. (Note: stainless steel screws shall be paid separately)
26.90.1 6 mm thick sqm 1006.05 879.2
26.90.2 12 mm thick sqm 1608.15 1401.85

Providing and fixing factory made 18 mm thick single extruded WPC (Wood
Polymer Composite) solid plain white colour board Jali, CNC (Computer numeric
control) routed of approved design by Engineer-in -charge which are machine cut
for duct/shaft covering, partitions and facades comprising of virgin polymer of K
value 58-60 (Suspension Grade), calcium 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
26.91 and SS screws shall be paid separately. sqm 3292.95 2860.6
 Providing and fixing of façade at all heights with extruded hollow Clay / Terracotta
ventilated rain screen tiles of height 250/ 300/ 400mm and length of 595 mm of
approved texture, design and pattern having Flexural Strength/ Modulus of Rupture
of 14 N/m2 and maximum water absorption of 10% tested as per ISO 10545-
4:2004(E) and ISO 10545-3:1995 respectively in true level fixed to a supporting
aluminium framework(Alloy 6063 T5/T6) consisting of vertical 'T' (for
intermediates)/ 'L' (for ends/ termination)/ Tubular sections (at corners)of size
80x60x2mm/ 40x60x2mm/ 40x40x2mm respectively, spaced at maximum spacing
of 600mm c/c matching to the tile vertical grid, and horizontal aluminium 'C'-clamps
of size 56x25x2mm thickness of length 150mm at junction of tiles and of length
75mm at wall ends/ corners fixed on top of the vertical sections at spacing of 250/
300/ 400mm c/c matching to the tile horizontal grid with two numbers of self-
drilling / self-tapping SS screws of size 5.5x25 mm with EPDM washers. The
vertical 'T'/'L/ Tubular' sections shall be fixed to the wall using HDG (hot-dip-
galvanized) steel L-brackets (galvanizing thickness of minimum 80 microns)of size
110x80x6 mm at intermediate vertical aluminium profiles and of size 220x110x12
mm at outer corners and stainless steel grade 304,M10 full threaded anchor fasteners
with nylon sleeve 100mm long (for brick work) and M8 expansion anchor fasteners
75mm long for concrete surface, spacing of brackets to be based on a structural/
static calculation. The brackets shall be of length 175mm at junction of two vertical
aluminium profiles and of length 100mm at intermediate points of vertical profiles
and shall be fixed to the vertical aluminium T / L / Tubular profiles using two
numbers self-drilling/ self-tapping SS screws of size 5.5x25mm with EPDM
washers. EPDM gaskets to be fixed in between brackets and vertical profiles. The
tiles shall be mounted on the 'C' clamps,such that the tiles are supported at top and
bottom at both ends. The tiles shall be additionally secured to the horizontal 'C'
clamps using special SS clips of required size which shall be inserted and pressed
into position on the 'C' clamps holding the tiles and the cut-tiles shall be glued at
points to the horizontal 'C' clamps by using MS Polymer sealant adhesive. The
vertical joint open groove between two adjacent tiles shall be 5mm. The tiles and
system shall be designed to resist wind load as per IS 875 (Part 3) according to
different zones. The tiles shall be installed using the ventilated rain screen
principle with provision for natural ventilation of the space between the façade tiles
and the structural wall. The work shall be carried out as per specification, drawing
and as per direction of the Engineer-in-Charge. Note: Scaffolding wherever required
26.92 to be paid separately.
26.92.1 With 16mm thickness (+/- 10%) terracotta tiles of grey colour sqm 5448.95 4787.9

26.92.2 With 16mm thickness (+/- 10%) terracotta tiles of other than grey colors sqm 5222.1 4590.9
 Providing and fixing of façade at all heights with extruded hollow Clay / Terracotta
ventilated rain screen tiles of height 259/ 309/ 409mm and length of 1190 mm of
approved texture, design and pattern having Flexural Strength/ Modulus of Rupture
of 14 N/m2 and maximum water absorption of 10% tested as per ISO 10545-
4:2004(E) and ISO 10545-3:1995 respectively in true level fixed to a supporting
aluminium framework (Alloy 6063 T5/T6) consisting of vertical 'T' (for
intermediates)/ 'L' (for ends/ termination)/ Tubular sections (at corners)of size
80x60x2mm/ 40x60x2mm/ 40x40x2mm respectively, spaced at maximum spacing
of 1200mm c/c matching to the tile vertical grid, and horizontal aluminium 'C'-
clamps of size 56x34x2 mm thickness of length 150mm at junction of tiles and of
length 75mm at wall ends/ corners fixed on top of the vertical sections at spacing of
250/ 300/ 400mm c/c matching to the tile horizontal grid with two numbers of self-
drilling / self-tapping SS screws of size 5.5x25 mm with EPDM washers.The
vertical 'T'/'L/ Tubular' sections shall be fixed to the wall using HDG (hot-dip-
galvanized) steel L-brackets (galvanizing thickness of minimum 80 microns) of size
110x80x6 mm at intermediate vertical aluminium profiles and of size 220x110x12
mm at outer corners and stainless steel grade 304,M10 full threaded anchor fasteners
with nylon sleeve 100mm long (for brick work) and M8 expansion anchor fasteners
75mm long for concrete surface, spacing of brackets to be based on a structural/
static calculation. The brackets shall be of length 175mm at junction of two vertical
aluminium profiles and of length 100mm at intermediate points of vertical profiles
and shall be fixed to the vertical aluminium T / L / Tubular profiles using two
numbers self-drilling/ self- tapping SS screws of size 5.5x25 mm with EPDM
washers.EPDM gaskets to be fixed in between brackets and vertical profiles. The
tiles shall be mounted on the 'C' clamps such that the tiles are supported at top and
bottom at both ends. The tiles shall be mounted on the C-clamps with EPDM
profiles in between such that the tiles are supported at top and bottom at both ends.
The vertical joint open groove between two adjacent tiles shall be 10mm. The tiles
and system shall be designed to resist wind load as per IS 875 (Part 3) according to
different zones. The tiles shall be installed using the ventilated rain screen principle
with provision for natural ventilation of the space between the façade tiles and the
structural wall. The work shall be carried out as per specification, drawing and
as per direction of the Engineer-in-Charge. Note : Scaffolding wherever required to
26.93 be paid separately.
26.93.1 With 24mm thickness (+/- 10%) terracotta tiles of grey colour sqm 5585.15 4767.6

26.93.2 With 24mm thickness (+/- 10%) terracotta tiles of other than grey colors sqm 5283.15 4505.4