SCHEDULE OF RATES

(SOR)
2024

(For Ranchi)

Civil Department,
Central Coalfields Limited,
Dharbhanga House, Ranchi
Jharkhand, 834029
SCHEDULE OF RATES
(SOR)
2024

Ranchi
 Schedule of Rates
Central Coalfields Limited
Location: Ranchi

Contents

01 BUILDING WORKS

CHAPTER 1-CARRIAGE OF MATERIALS 01

CHAPTER 2 EARTH WORK 03

CHAPTER 3 MORTAR 07

CHAPTER 4 CEMENT CONCRETE (CAST IN SITU) 07

CHAPTER 5 REINFORCED CEMENT CONCRETE 12

CHAPTER 6 MASONRY WORK 22

CHAPTER 7 STONE WORK 26

CHAPTER 8 CLADDING WORK 28

CHAPTER 9 WOOD AND P. V. C. WORK 33

CHAPTER 10 STEEL WORK 59

CHAPTER 11 FLOORING 62

CHAPTER 12 ROOFING 71

CHAPTER 13 FINISHING 82

CHAPTER 14 REPAIRS TO BUILDING 89

CHAPTER 15 DISMANTLING & DEMOLISHING 96

CHAPTER 16 ROAD WORK 100

CHAPTER 17 SANITARY INSTALLATIONS 113

CHAPTER 18 WATER SUPPLY 123

CHAPTER 19 DRAINAGE 146

CHAPTER 20 PILE WORK 153

CHAPTER 21 ALUMINIUM WORK 155

CHAPTER 22 WATER PROOFING 158

CHAPTER 23 RAIN WATER HARVESTING & TUBEWELLS 162

 Contents

CHAPTER 24 CONSERVATION OF HERITAGE BUILDINGS 164

CHAPTER 25 STRUCTURAL GLAZING ALUMMINIUM COMPOSITE 165

PANEL
CHAPTER 26 NEW TECHNOLOGIES AND MATERIALS 167

02 HORTICULTURE WORKS

CHAPTER 2 HORTICULTURE AND LANDSCAPING 192

CHAPTER 3 FOLIAGE AND SHADE LOVING PLANTS 199

CHAPTER 04 SEASONAL PLANTS 205

CHAPTER 05 ORNAMENTAL PLANTS 210

CHAPTER 06 GROUND COVERS PLANTS 213

CHAPTER 07 TREE PLANTS 214

CHAPTER 08 SHRUBS 218

CHAPTER 09 CREEPER PLANTS 221

CHAPTER 10 ANNUAL FLOWER SEEDLINGS/CUTTINGS 222

CHAPTER 11 MEDICINAL PLANTS 223

CHAPTER 12 TRANSPLANTATION OF TREES 224

CHAPTER 13 CIVIL ITEMS 224

03 ELECTRIFICATION WORKS

CHAPTER 01 WIRING IN STEEL & PVC CONDUIT 226

CHAPTER 02 MCCB, MCB & DB'S 232

CHAPTER 03 RISING MAINS & BUS TRUNKING 235

CHAPTER 04 CABLE TRAYS 238

CHAPTER 05 EARTHING 242

CHAPTER 06 LIGHTNING CONDUCTOR 243

CHAPTER 07 MV CABLE LAYING 244

CHAPTER 08 HT CABLE LAYING 245

CHAPTER 09 MV CABLE JOINTING & END TERMINATION 246

CHAPTER 10 HV CABLE JOINTING & END TERMINATION 249

 Contents

CHAPTER 11 POLE ERECTION 250

CHAPTER 12 MV OVER HEAD LINE WORK 251

CHAPTER 13 HV OVER HEAD LINE WORK 253

CHAPTER 14 MISC. CIVIL ITEMS 255

CHAPTER 15 LIGHTING CONTROLS 256

CHAPTER 16 HVAC (ONLY PLUMBING, DUCTING & AHU 257

CHAPTER 17 FIRE DETECTION AND ALARM SYSTEM 264

CHAPTER 18 WET RISER AND SPRINKLER SYSTEM 267

CHAPTER 19 BLDC 275

04 ROAD WORKS

CHAPTER 01 CARRIAGE OF MATERIALS 276

CHAPTER 02 SITE CLEARANCE 276

CHAPTER 03 EARTH WORK, EROSION CONTROL AND DRAINAGE 278

CHAPTER 04 SUB-BASES, BASES (NON- BITUMINOUS) AND 282

SHOULDERS
CHAPTER 05 BASES AND SURFACE COURSES (BITUMINOUS) 286

CHAPTER 06 CEMENT CONCRETE PAVEMENT 291

CHAPTER 07 GEOSYNTHETICS AND REINFORCED EARTH 292

CHAPTER 08 TRAFFIC SIGNS, MARKINGS & OTHER ROAD 293

APPURTENANCES
CHAPTER 09 PIPE CULVERTS 299

CHAPTER 10 MAINTENANCE OF ROADS 299

CHAPTER 11 HORTICULTURE 301

CHAPTER 12 FOUNDATIONS 302

CHAPTER 13 SUB-STRUCTURE 313

CHAPTER 14 SUPER-STRUCTURE 316

CHAPTER 15 RIVER TRAINING AND PROTECTION WORKS 320

CHAPTER 16 REPAIR AND REHABILITATION 322

 1

Schedule of Rates (SOR)

2024
Central Coalfields Limited
Location: Ranchi
SOR for Building works

For Ranchi
Item Code Description Unit Justified Rate

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 189.50

1.1.2 Earth Lead - 5 km cum 236.90

1.1.3 Manure or sludge Lead - 5 km cum 206.00

1.1.4 Excavated rock Lead - 5 km cum 379.05

1.1.5 Sand, stone aggregate below 40 mm nominal size Lead - 5 km cum 189.50

1.1.6 Stone aggregate 40 mm nominal size and above Lead - 5 km cum 206.00

1.1.7 Soling stone Lead - 5 km cum 222.95

1.1.8 Bricks Lead - 5 km 1000 Nos 505.40

1.1.9 Brick Tiles Lead - 5 km 1000 Nos 303.25

Cement, stone blocks, G.I.. C.I., A.C., & C.C. pipes below 100 mm dia and tonne 168.45
1.1.10
other heavy materials Lead - 5 km
1.1.11 Steel Lead - 5 km tonne 168.45

1.1.12 Timber Lead - 5 km cum 216.60

1.1.13 Tar Bitumen Lead - 5 km tonne 189.50

1.1.14 Solvent, diesel Lead - 5 km qtl 18.95

1.1.15 Steam coal Lead - 5 km tonne 216.60

1.1.16 S.W. pipe

1.1.16.1 100 mm dia Lead - 5 km 100 m 252.70

1.1.16.2 150 mm dia Lead - 5 km 100 m 505.40

1.1.16.3 200 mm dia Lead - 5 km 100 m 842.30

1.1.16.5 250 mm dia Lead - 5 km 100 m 1,443.95

1.1.16.6 300 mm dia Lead - 5 km 100 m 1,804.95

1.1.16.7 350 mm dia Lead - 5 km 100 m 2,526.95

1.1.16.8 400 mm dia Lead - 5 km 100 m 3,609.90

1.1.16.9 450 mm dia Lead - 5 km 100 m 4,594.40

1.1.16.10 500 mm dia Lead - 5 km 100 m 5,053.85

1.1.16.11 600 mm dia Lead - 5 km 100 m 6,317.35

R.C.C. pipe, A.C. pipes, steel cylinder, R.C. pipes, S.C.I. pipes, C.I. pipes and
1.1.17
unreinforced cement pipes
1.1.17.1 100 mm dia Lead - 5 km 100 m 414.25

1.1.17.2 125 mm dia Lead - 5 km 100 m 553.35

1.1.17.3 150 mm dia Lead - 5 km 100 m 690.40

1.1.17.4 200 mm dia Lead - 5 km 100 m 1,123.10

1.1.17.5 250 mm dia Lead - 5 km 100 m 1,595.95

1.1.17.6 300 mm dia Lead - 5 km 100 m 1,972.65

1.1.17.7 350 mm dia Lead - 5 km 100 m 2,761.70

1.1.17.8 400 mm dia Lead - 5 km 100 m 3,765.90

 2

Item Code Description Unit Justified Rate

1.1.17.9 450 mm & 500 mm dia Lead - 5 km 100 m 4,602.80

1.1.17.10 600, 700, 750 & 800 mm dia Lead - 5 km 100 m 6,904.20

1.1.17.11 900 mm dia Lead - 5 km 100 m 10,356.30

1.1.17.12 1000, 1100 & 1200 mm dia Lead - 5 km 100 m 13,808.40

cum 358.80
Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled
or waste material by mechanical transport including loading, transporting,
1.1.18
unloading to approved municipal dumping ground for lead upto 10 km for all
lifts, complete as per directions of Engineer-in-charge.
By Manual Labour including loading, unloading and stacking for lead less than
1.2
0.50 KM
1.2.1 Lime, moorum, building rubbish Lead - 50 m cum 164.05

1.2.2 Earth Lead - 50 m cum 205.10

1.2.3 Manure or sludge Lead - 50 m cum 178.35

1.2.4 Excavated rock Lead - 50 m cum 328.10

1.2.5 Sand, stone aggregate below 40 mm nominal size Lead - 50 m cum 205.10

1.2.6 Stone aggregate 40 mm nominal size and above Lead - 50 m cum 221.70

1.2.7 Soling stone Lead - 50 m cum 241.25

1.2.10 Steam Coal Lead - 50 m tonne 191.40

Stone blocks,G.I.,C.I. Stainless Steel pipes below 100 mm dia and other heavy tonne 149.75
1.2.11
material Lead - 50 m
1.2.12 Cement Lead - 50 m tonne 118.75

1.2.13 Steel Lead - 50 m tonne 255.10

1.2.14 Timber Lead - 50 m cum 164.00

1.2.15 Tar, bitumen etc. Lead - 50 m tonne 149.75

1.2.16 S.W. pipe

1.2.16.1 100 mm dia Lead - 50 m 100 m 299.70

1.2.16.2 150 mm dia Lead - 50 m 100 m 492.65

1.2.16.3 200 mm dia Lead - 50 m 100 m 689.45

1.2.16.5 250 mm dia Lead - 50 m 100 m 1,147.95

1.2.16.6 300 mm dia Lead - 50 m 100 m 1,639.90

1.2.16.7 350 mm dia Lead - 50 m 100 m 2,295.85

1.2.16.8 400 mm dia Lead - 50 m 100 m 2,869.85

1.2.16.9 450 mm dia Lead - 50 m 100 m 3,478.60

1.2.16.10 500 mm dia Lead - 50 m 100 m 4,251.60

1.2.16.11 600 mm dia Lead - 50 m 100 m 5,217.85

R.C.C. pipes, Steel cylinder, R.C. pipes, C.I. pipes, and unreinforced cement 100 m -
1.2.17
pipes Lead - 50 m
1.2.17.1 100 mm dia Lead - 50 m 100 m 404.70

1.2.17.2 125 mm dia Lead - 50 m 100 m 495.15

1.2.17.3 150 mm dia Lead - 50 m 100 m 570.15

1.2.17.4 200 mm dia Lead - 50 m 100 m 855.60

1.2.17.5 250 mm dia Lead - 50 m 100 m 1,503.85

1.2.17.6 300 mm dia Lead - 50 m 100 m 1,881.85

1.2.17.7 350 mm dia Lead - 50 m 100 m 2,690.45

1.2.17.8 400 mm dia Lead - 50 m 100 m 3,130.70

1.2.17.9 450 mm & 500 mm dia Lead - 50 m 100 m 4,174.30

1.2.17.10 600, 700, 750 & 800 mm dia Lead - 50 m 100 m 4,591.70
 3

Item Code Description Unit Justified Rate

Loading in or unloading cement from the railway wagons at siding and carrying tonne 122.35
the same from or into godowns adjacent to the siding, including stacking the
1.3 same properly in rows upto any height as per di-rection of Engineer-in-charge,
sweeping the wagons and screening the swept cement and filling in bags
complete.
Loading in or unloading from the railway wagons as per direction of Engineer-in-
1.4
charge :
1.4.1 Steel tonne 181.40
tonne 107.50
1.4.2 G.I., C.I., R.C.C. or C.C. pipes upto 500 mm dia and similar heavy materials
tonne 190.95
Heavy materials where each piece or bundle, crate or case weighs more than
1.4.3
one tonne and R.C.C., C.I. and concrete pipes above 500 mm dia.

2 EARTHWORK
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
2.1
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 93.75

Earth work by mechinical I manual means in rough excavation, banking

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

2.2.1 All kinds of soil cum 285.00

Banking excavated earth by mechanical I manual means in layers not exceeding

20 cm in depth, breaking clods, watering, rolling each layer with 'A tonne roller,
or wooden or steel rarnmers, and rolling every 3rd and top-most layer with
2.3
power roller of minimum 8 tonnes and dressing up, in embankments for roads,
food banks, marginal banks, and guide banks etc., lead upto 50 m and for all lift
:

2.3.1 All kinds of soil cum 132.50

Deduct for not rolling with power roller of minimum 8 tonnes for banking cum 3.85
2.4
excavated earth in layers not exceeding 20 cm in depth.
2.5 Deduct for not watering the excavated earth for banking cum 9.30
Earth work in excavation by mechanical means (Hydraulic
excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in
2.6 width as well as 10 sqm on plan) including getting out and disposal of
excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-
charge.
2.6.1 All kinds of soil cum 129.50

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
2.7
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 361.10

2.7.2 Hard rock (requiring blasting) cum 621.55

2.7.3 Hard rock (blasting prohibited) cum 1,038.10

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
2.8 sqm on plan), including dressing of sides and ramming of bottoms, for all lift,
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 189.90

 4

Item Code Description Unit Justified Rate

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),
2.9 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 457.90

2.9.2 Hard rock (requiring blasting) cum 739.60

2.9.3 Hard rock (blasting prohibited) cum 1,103.20

Excavating trenches of required width for pipes, cables, etc including excavation
for sockets, and dressing of sides, by mechinical / manual means ramming of
bottoms, for all depth, including getting out the excavated soil, and then
2.10
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 143.80
metre 234.85
2.10.1.2 Pipes, cables etc, not exceeding 80 mm dia. But not exceeding 300mm dia
metre 366.65
2.10.1.3 Pipes, cables etc. exceeding 300 mm dia but not exceed ng 600 mm

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
2.13
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 cock:

2.13.1.1 Pipes, cables etc. not exceeding 80 mm dia metre 278.80
metre 690.40
2.13.1.2 Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia ,

2.13.1.3 Pipes, cables exceeding 300 mm dia but not exceeding 600 mm dia metre 794.35

2.13.2 Hard rock (requiring blasting)

2.13.2.1 Pipes, cables etc. not exceeding 80 mm dia metre 414.00
metre 1,025.15
2.13.2.2 Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia
metre 1,179.50
2.13.2.3 Pipes, cables etc exceeding 300 mm dia but not exceeding 600 mm dia

2.13.3 Hard rock (blasting prohibited)

2.13.3.1 Pipes, cables etc. not exceeding 80 mm dia metre 585.80
metre 1,450.60
2.13.3.2 Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia
metre 1,669.15
2.13.3.3 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm dia
Extra for excavating trenches for pipes, cables, etc. in ordmarythard rock
2.14 exceeding 1 5 m in depth but not exceeding 3 m. (Rate s over corresponding
basic item for depth upto 1 5 metre)
2.14.1 Ordinary rock :
metre 504.50
2.14.1.1 Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia

2.14.1.2 Pipes, cables exceeding 300 mm dia but not exceeding 600 mm dia metre 599.70

2.14.2 Hard rock (requiring blasting)

metre 749.20
2.14.2.1 Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia

2.14.2.2 Pipes, cables exceeding 300 mm dia but not exceeding 600 mm dia metre 890.55

2.14.3 Hard rock (blasting prohibited)

metre 1,060.05
2.14.3.1 Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia
 5

Item Code Description Unit Justified Rate

2.14.3.2 Pipes, cables exceeding 300 mm dia but not exceeding 600 mm dia metre 1,259.90
Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock
2.15 exceeding 3m in depth but not exceeding 4.5 m (Rate is over corresponding
basic item for depth upto 1.5 metre)
2.15.1 Ordinary rock :
2.15.1.1 Pipes, cables exceeding 300 mm dia but not exceeding 600 mm dia metre 1,616.35
Close timbering in trenches including strutting, shoring and packing cavities
2.16 (wherever required) complete. (Measurements to be taken of the face area
timbered).
2.16.1 Depth not exceeding 1.5 m sqm 115.60

2.16.2 Depth exceeding 1.5 m but not exceeding 3 m sqm 126.70

2.16.3 Depth exceeding 3 m but not exceeding 4.5 m sqm 151.75

Close timbering in case of shafts, wells, cesspits, manholes and the like
2.17 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 124.05

2.17.2 Depth exceeding 1.5 m but not exceeding 3 m sqm 147.70

2.17.3 Depth exceeding 3 m but not exceeding 4.5 m sqm 172.65

Close timbering over areas including strutting, shoring and packing cavities
2.18 (wherever required) etc. complete. (Measurements to be taken of the face area
timbered):
2.18.1 Depth not exceeding 1.5 m sqm 103.60

2.18.2 Depth exceeding 1.5 m but not exceeding 3 m sqm 116.90

2.18.3 Depth exceeding 3 m but not exceeding 4.5 m sqm 130.75

Extra for planking, strutting and packing materials for cavities (in close sqm 1,385.95
2.19 timbering) if required to be left permanently in position. (Face area of timber
permanently left to be measured).
Open timbering in trenches including strutting and shoring complete
2.20
(measurements to be taken of the face area timbered):
2.20.1 Depth not exceeding 1.5 m sqm 59.60

2.20.2 Depth exceeding 1.5 m but not exceeding 3 m sqm 66.55

2.20.3 Depth exceeding 3 m but not exceeding 4.5 m sqm 77.95

Open timbering in case of shafts, wells, cesspits, manholes and the like
2.21 including strutting and shoring complete (Measurements to be taken of the face
area timbered):
2.21.1 Depth not exceeding 1.5 m sqm 54.30

2.21.2 Depth exceeding 1.5 m but not exceeding 3 m sqm 65.40

2.21.3 Depth exceeding 3 m but not exceeding 4.5 m sqm 80.05

Open timbering over areas including strutting, shoring etc. complete.
2.22
(Measurements to be taken of the face area timbered):
2.22.1 Depth not exceeding 1.5 m sqm 36.90

2.22.2 Depth exceeding 1.5 m but not exceeding 3 m sqm 44.30

2.22.3 Depth exceeding 3 m but not exceeding 4.5 m sqm 56.25

Extra for planking and strutting in open timbering if required to be left sqm 713.65
2.23 permanently in position. (Face area of the timber permanently left to be
measured).
2.24 Extra rates for quantities of works, executed:
metre -
2.24.1 In or under water and/or liquid mud, including pumping out water as required
depth
metre -
2.24.2 In or under foul position, including pumping out water as required
depth
cum 141.85
Filling available excavated earth (excluding rock) in trenches, plinth. sides
2.25 of foundations etc. in layers not exceeding 20cm in depth, consolidating
each deposited layer by ramming and watering, lead up to 50 m and for all lift
 6

Item Code Description Unit Justified Rate

cum 492.55
Excavating, supplying, stacking and filling of local earth (including royalty)
by mechanical transport upto a lead of 5km also including ramming and
2.25A
watering of the earth in layers not exceeding 20 cm in foundation, trenches,
plinth, sides of foundation etc. complete for all lift.
Extra for every additional lift of 1.5 m or part thereof in excavation / banking
2.26
excavated or stacked materials.
2.26.1 All kinds of soil cum 91.70

2.26.2 Ordinary or hard rock cum 164.50

Supplying and filling in plinth with sand under floors, including watering, cum 1,878.40
2.27
ramming, consolidating and dressing complete.
Surface dressing of the ground including removing vegetation and in- equalities
2.28 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 24.65
Ploughing the existing ground to a depth of 15 cm to 25 cm and watering the
2.29
same.
2.29.1 All kinds of soil sqm 25.05
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
2.30 in depth, including consolidating each deposited layer by ramming, watering
etc, disposing of surplus excavated soil, as directed within a lead of 50 in and lif
upto 1.5m.
2.30.1 All kinds of soil each 60.30

2.30.2 Ordinary rock each 140.70

2.30.3 Hard rock (requiring blasting) each 225.20

2.30.4 Hard rock (blasting prohibited) each 334.30

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees sqm 12.70
and saplings of girth up to 30 cm measured at a height of 1 m above ground
2.31
level and removal of rubbish up to a distance of 50 m outside the periphery of
the area cleared.
Clearing grass and removal of the rubbish up to a distance of 50 m outside the sqm 6.45
2.32
periphery of the area cleared.
felting trees of the girth (measured at a height of 1 m above ground level),
2.33 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 384.80

2.33.2 Beyond 60 cm girth upto and including 120 cm girth Each 1,714.75

2.33.3 Beyond 120 cm girth upto and including 240 cm girth each 7,959.30

2.33.4 Above 240 cm girth each 15,945.15

Supplying chemical emulsion in sealed containers including delivery as
2.34
specified.
2.34.1 Chlorpyriphos emulsifiable concentrate of 20% litre 174.40

Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-

2.35
termite treatment (excluding the cost of chemical emulsion) :

Along external wall where the apron is not provided using chemical emulsion @
2.35.1 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 E.C. 20% with 1% concentration metre 28.30

Along the external wall below concrete or masonry apron us- ing chemical
2.35.2 emulsion @ 2.25 litres per linear metre includ- ing drilling and plugging holes
etc.:
2.35.2.1 With Chlorpyriphos E.C. 20% with 1% concentration metre 39.10
Treatment of soil under existing floors using chemical emul- sion @ one litre
per hole, 300 mm apart including drilling 12 mm diameter holes and plugging
2.35.3
with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing
floor:
2.35.3.1 With Chlorpyriphos E.C. 20% with 1% concentration sqm 225.20
 7

Item Code Description Unit Justified Rate

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

2.35.4.1 With Chlorpyriphos E.C. 20% with 1% concentration metre 31.35

Treatment at points of contact of wood work by chemical emulsion metre 224.15
Chlorpyriphos (in oil or kerosene based solution) @ 0.5 litres per hole by drilling
2.35.5
6 mm dia holes at downward angle of 45 degree at 150 mm centre to centre
and sealing the same.
Extra for levelling & neatly dressing of disposed soil completely as directed by cum 67.30
2.36
Engineer-in-charge.
Supply and stacking of Fly ash conforming to IRC- 58 at site, including carriage, cum 203.20
2.37 loading , unloading & stacking up to any lead (measured stacks will be reduced
by 20% for payment).
Filling with available fly ash and earth (excluding rock) in trenches or cum 223.15
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
2.38 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.
3 MORTAR
3.1 Cement mortar 1:1 (1 cement : 1 fine sand) cum 7,580.75

3.2 Cement mortar 1:2 (1 cement : 2 fine sand). cum 5,720.15

3.3 Cement mortar 1:3 (1 cement : 3 fine sand). cum 4,791.05

3.4 Cement mortar 1:4 (1 cement : 4 fine sand). cum 3,992.10

3.5 Cement mortar 1:5 (1 cement : 5 fine sand). cum 3,561.90

3.6 Cement mortar 1:6 (1 cement : 6 fine sand). cum 3,193.20

3.7 Cement mortar 1:2 (1 cement : 2 coarse sand). cum 5,720.15

3.8 Cement mortar 1:3 (1 cement : 3 coarse sand). cum 4,791.05

3.9 Cement mortar 1:4 (1 cement : 4 coarse sand). cum 3,992.10

3.10 Cement mortar 1:5 (1 cement : 5 coarse sand). cum 3,561.90

3.11 Cement mortar 1:6 (1 cement : 6 coarse sand). cum 3,193.20

3.12 Cement mortar 1:2 (1 cement : 2 stone dust). cum 6,005.15

3.13 Cement mortar 1:2 (1 cement : 2 marble dust). cum 6,033.65

3.14 Cement mortar 1:5 (1 cement : 5 marble dust). cum 3,915.00

3.15 White cement mortar 1:2 (1 white cement : 2 marble dust). cum 9,569.65

3.16 White cement mortar 1:3 (1 white cement : 3 marble dust). cum 7,796.15

3.17 White cement mortar 1:5 (1 white cement : 5 marble dust). cum 5,527.00

3.18 Mud mortar cum 833.20

Mortar in lime, surkhi (50% red and 50% light yellow) and marble dust cum 3,154.90
3.19
1:1.5:0.5
4 CEMENT CONCRETE (CAST IN SITU)
Providing and laying in position cement concrete of specified grade
4.1
excluding the cost of centering and shuttering - All work up to plinth level :
CUM 7,304.50
1:134:3 (1 Cement: VA coarse sand (zone-Ili) derived from natural sources . 3
4.1.2
graded stone aggregate 20 mm nominal size derived from natural sources)
1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) including manufactured sand cum 7,093.70
derived from Recycled Concrete Aggregate (RCA) upto 25% : 3 graded stone
4.1.2A
aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA)
upto 25%).
cum 6,850.55
1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4
4.1.3
graded stone aggregate 20 mm nominal size derived from natural sources)
 8

Item Code Description Unit Justified Rate

1:2:4 (1 cement : 2 coarse sand (zone-Ill) including manufactured sand CUM 6,628.80
derived from Recycled Concrete Aggregate (RCA) upto 25% : 4 graded stone
4.1.3A
aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA)
upto 25%)
cum 6,530.80
1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4
4.1.4
graded stone aggregate 40 mm nominal size derived from natural sources)
cum 6,275.70
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6
4.1.5
graded stone aggregate 20 mm nominal size derived from natural sources)
1:3:6 (1 Cement : 3 manufactured sand derived from Recycled Concrete CUM 5,337.00
4.1.5A Aggregate (RCA) : 6 graded stone aggregate 70 mm nominal size Recycled
Concrete Aggregate (RCA) )
1:3:6 (1 cement : 3 manufactured sand derived from Recycled concrete cum 4,735.60
4.1.5B Aggregate (RCA) : 6 graded stone aggregate 20 mm nominal size Recycled
Aggregate (RA) )
cum 5,884.35
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6
4.1.6
graded stone aggregate 40 mm nominal size derived from natural sources)
1:3:6 (1 Cement : 3 manufactured sand derived from Recycled Concrete cum 4,681.45
4.1.6A Aggregate (RCA) : 6 graded stone aggregate 40 mm nominal size Recycled
Aggregate (RA) )
CUM 5,527.45
1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8
4.1.8
graded stone aggregate 40 mm nominal size derived from natural sources)
1:4:8 (1 cement : 4 manufactured sand derived from Recycled Concrete cum 4,324.50
4.1.8A Aggregate (RCA) : 8 graded stone aggregate 40 mm nominal size Recycled
Aggregate (RA)
cum 5,241.90
1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10
4.1.10
graded stone aggregate 40 mm nominal size derived from natural sources)
1:5:10 (1 cement : 5 manufactured sand derived from Recycled Concrete CUM 4,038.95
4.1.10A Aggregate (RCA) . 10 graded stone aggregate 40 mm nominal size Recycled
Aggregate (RA) )
cum 5,230.70
1:5:10 (1 cement : 5 fine sand derived from natural sources : 10 graded stone
4.1.11
aggregate 40 mm nominal size derived from natural sources)
1:2:3½:9 (1 ordinary portland cement : 2 Fly ash : 3½ coarse sand (zone-III) cum 5,460.05
4.1.12 derived from natural sources : 9 graded stone aggregate 40 mm nominal size
derived from natural sources)
cum 4,264.00
1:2:3½:9 (1 ordinary portland cement : 2 Fly ash : 3½ manufactured sand
4.1.12A derived from Recycled Concrete Aggregate (RCA) : 9 graded stone aggregate
40 mm nominal size Recycled Aggregate (RA) )
1:2½:4:11 (1 ordinary portland cement : 2½ fly ash : 4 coarse sand (zone-III) cum 5,140.95
4.1.13 derived from natural sources : 11 graded stone aggregate 40 mm nominal size
derived from natural sources)
cum 3,946.95
1:2½:4:11 (1 ordinary portland cement : 2½ fly ash : 4 manufactured sand
4.1.13A derived from Recycled Concrete Aggregate (RCA) :11 graded stone aggregate
40 mm nominal size Recycled Aggregate (RA) )
Providing and laying cement concrete in retaining walls, return walls,
walls (any thickness) including attached pilasters, columns, piers,
abutments, pillars, posts, struts, buttresses, string or lacing courses,
4.2
parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken
floor etc., up to floor five level, excluding the cost of centering, shuttering and
finishing:
cum 8,776.75
1:1%:3 (1 cement : VA coarse sand (zone-Ill) derived from natural sources
4.2.2
: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
1:1%:3 (1 cement : 1'/: coarse sand (zone-Ill) including manufactured cum 8,565.95
sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 3 graded
4.2.2A
stone aggregate 20 mm nominal size including Recycled Concrete Aggregate
(RCA) upto 25%) ).
cum 8,322.80
1:2:4 (1 Cement : 2 coarse sand (zone-Ill) derived from natural sources : 4
4.2.3
graded stone aggregate 20 mm nominal size derived from natural sources)
 9

Item Code Description Unit Justified Rate

1:2:4 (1 Cement : 2 coarse sand (zone-Ill) including manufactured sand cum 8,097.20
derived from Recycled Concrete Aggregate (RCA) upto 25% : 4 graded stone
4.2.3A
aggregate 20 mm nominal size including Recycled Concrete Aggregate
(RCA) upto 25%)).
cum 7,747.95
1:3:6 (1 cement : 3 coarse sand (zone-Ill) derived from natural sources : 6
4.2.5
graded stone aggregate 20 mm nominal size derived from natural sources)
1:3:6 (1 cement : 3 manufactured sand derived from Recycled Concrete cum 6,809.25
4.2.5A Aggregate (RCA) : 6 graded stone aggregate 20 mm nominal size Recycled
Concrete Aggregate (RCA))
1:3:6 (1 cement : 3 manufactured sand derived from Recycled Concrete cum 6,207.85
4.2.5B Aggregate (RCA) : 6 graded stone aggregate 20 mm nominal size Recycled
Aggregate (RA))
cum 6,704.95
1:5:10 (1 cement : 5 coarse sand (zone-Ill) derived from natural sources :
4.2.8
10 graded stone aggregate 40 mm nominal size derived from natural sources).
1:5:10 (1 cement : 5 manufactured sand derived from Recycled Concrete cum 5,502.05
4.2.8A Aggregate (RCA) : 10 graded stone aggregate 40 mm nominal size Recycled
Aggregate (RA))
Centering and shuttering including strutting, propping etc. and removal of form
4.3
work for:
4.3.1 Foundations, footings, bases for columns sqm 296.15
sqm 633.35
Retaining walls, return walls, walls (any thickness) including attached pilasters,
4.3.2
buttresses, plinth and string courses fillets, kerbs and steps etc.

4.3.3 Columns, piers, abutments, pillars, posts and struts sqm 721.45

Providing and laying cement concrete in kerbs, steps and the like at or near
4.4
ground level excluding the cost of centering, shuttering and finishing.
cum 7,304.50
1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources : 3
4.4.1
graded stone aggregate 20 mm nominal size derived from natural sources)
1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) including manufactured sand cum 7,093.70
derived from Recycled Concrete Aggregate (RCA) upto 25% : 3 graded stone
4.4.1A
aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA)
upto 25%)).
Providing and fixing up to floor five level precast cement concrete string or
lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves,
4.5 louvers, steps, stair cases, etc., including hoisting and setting in position with
cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required Centering
complete.
cum 8,605.15
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3
4.5.1
graded stone aggregate 20mm nominal size derived from natural sources)
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) including manufactured sand cum 8,394.35
derived from Recycled Concrete Aggregate (RCA) upto 25% : 3 graded stone
4.5.1A
aggregate 20mm nominal size including Recycled Concrete Aggregate (RCA)
upto 25%)).
Providing and fixing at or near ground level precast cement concrete in kerbs,
edgings etc. as per approved pattern and setting in position with cement mortar
4.6
1:3 (1 Cement : 3 coarse sand), including the cost of required centering,
shuttering complete.
cum 7,602.40
1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources: 3
4.6.1
graded stone aggregate 20 mm nominal size derived from natural sources).
1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) including manufactured sand cum 7,391.60
derived from Recycled Concrete Aggregate (RCA) upto 25% : 3 graded stone
4.6.1A
aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA)
upto 25%)).
Providing and fixing up to floor five level precast cement concrete solid block,
4.7 including hoisting and setting in position with cement mortar 1:3 (1 cement : 3
coarse sand), cost of required centering, shuttering complete :
cum 14,338.75
1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources : 3
4.7.1
graded stone aggregate 20 mm nominal size derived from natural sources).
 10

Item Code Description Unit Justified Rate

1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) including manufactured sand cum 14,127.95
derived from Recycled Concrete Aggregate (RCA) upto 25% : 3 graded stone
4.7.1A
aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA)
upto 25%)).
Providing and fixing up to floor fIve level precast cement concrete hollow block,
4.8 including hoisting and setting in position with cement mortar 1:3 (1 cement
: 3 coarse sand), cost of required centering, shuttering complete.
cum 11,336.00
1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3
4.8.1
graded stone aggregate 20 mm nominal size derived from natural sources) .
1:1.5:3 {1 Cement 1.5 coarse sand (zone-III) ncluding manufactured cum 11,239.20
sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 3 graded
4.8.1A
stone aggregate 20 mm nominal size including (Recycled Concrete Aggregate
(RCA) upto 25%)).
each 686.25
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
4.9
in cement concrete 1:3:6 (1 Cement: 3 coarse sand (zone-Ill) derived from
natural sources : 6 graded stone aggregate 20 mm nominal size derived from
natural sources), including necessary excavation of size 250x250x450mm deep
for the same in bitumen/concrete pavement at specified spacing.

Precasting and placing in position 125 mm dia Bollards 600 mm high of required each 656.85
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
4.9A in cement concrete 13:6 (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

Precasting and placing in position 125 mm dia Bollards 600 mm high of required each 638.80
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
4.9B 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
sqm 344.75
Providing and laying damp-proof course 40mm thick with cement concrete
4.10 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4
graded stone aggregate 12.5mm nominal size derived from natural sources)
Providing and laying damp-proof course 40mm thick with cement concrete sqm 336.85
1:2:4 (1 cement : 2 coarse sand (zone-III) including manufactured sand
4.10A derived from Recycled Concrete Aggregate (RCA) upto 25% : 4 graded stone
aggregate 12.5mm nominal size including (Recycled Concrete Aggregate (RCA)
upto 25%))
sqm 420.00
Providing and laying damp-proof course 50mm thick with cement concrete
4.11 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 408.90
Providing and laying damp-proof course 50mm thick with cement concrete
1:2:4 (1 cement : 2 coarse sand (zone-III) ncluding manufactured sand derived
4.11A
from Recycled Concrete Aggregate (RCA) upto 25% : 4 graded stone aggregate
20mm nominal size including (Recycled Concrete Aggregate (RCA) upto 25%))
per bag of 13.05
Extra for providing and mixing water proofing material in cement concrete work
4.12 cement of 50
in doses by weight of cement as per manufacturer's specification.
kg
 11

Item Code Description Unit Justified Rate

Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of sqm 99.40
approved quality using 1.7kg per square metre on damp proof course after
4.13
cleaning the surface with brushes and finally with apiece of cloth lightly soaked
in kerosene oil.
Extra for concrete work in superstructure above floor V level for each four floors cum 123.25
4.14
or part thereof by mechnical means
cum per 792.75
Extra for laying concrete in or under water and/or liquid mud including cost of metre depth
pumping or bailing out water and removing slush etc. complete. Note for item
No. 4.15 :- The quantity will be calculated by multiplying the depth measured
4.15 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.

4.16 Extra for laying concrete in or under foul positions. cum 339.55

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 sqm 612.15
coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate
20 mm nominal size derived from natural sources) over 75mm thick bed of dry
4.17
brick ballast 40 mm nominal size, well rammed and consolidated and grouted
with fine sand, including necessary excavation, levelling & dressing & finishing
the top smooth.

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 sqm 565.25
manufactured sand derived from Recycled Concrete Aggregate (RCA) : 6 graded
stone aggregate 20 mm nominal size (Recycled Concrete Aggregate (RCA) over
4.17A
75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and
consolidated and grouted with fine sand, including necessary excavation,
levelling & dressing & finishing the top smooth

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 sqm 535.15
manufactured sand derived from Recycled Concrete Aggregate (RCA) : 6 graded
stone aggregate 20 mm nominal size (Recycled Aggregate (RA) over 75mm
4.17B
thick bed of dry brick ballast 40 mm nominal size, well rammed and
consolidated and grouted with fine sand, including necessary excavation,
levelling & dressing & finishing the top smooth
Extra for addition of synthetic Polyester triangular fibre of length 12mm, Per bag 53.70
effective diameter 10-40 microns and specific gravity of 1.34 to 1.40 in of 50k
4.18 cement concreteACC/Flooring/water retaining structures by using 125gms of of
synthetic Polyester triangular fibre for 50 Kg cement used as per directions of cement
Engineer-in-Charge,

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

4.20.1 All works upto plinth level :

cum 7,078.75
4.20.1.1 Concrete of M10 grade with minimum cement content of 220 kg /cum
cum 7,224.90
4.20.1.2 Concrete of M15 grade with minimum cement content of 240 kg /cum
cum 7,444.10
4.20.1.3 Concrete of M20 grade with minimum cement content of 270 kg/cum
cum 7,663.30
4.20.1.4 Concrete of M25 grade with minimum cement content of 300 kg /cum
 12

Item Code Description Unit Justified Rate

4.20.2 All works above plinth and upto floor V level

cum 7,322.65
4.20.2.1 Concrete of M10 grade with minimum cement content of 220 kg /cum
cum 7,468.80
4.20.2.2 Concrete of M15 grade with minimum cement content of 240 kg /cum
cum 7,688.00
4.20.2.3 Concrete of M20 grade with minimum cement content of 270 kg /cum
cum 7,907.20
4.20.2.4 Concrete of M25 grade with minimum cement content of 300 kg /cum

Providing and laying in position ready mixed or site batched design mix
cement concrete for plain cement concrete work; using coarse aggregate
and fine aggregate derived from natural sources and using recycled concrete
aggregate (RCA) as coarse aggregate and fine aggregate within the
permissible utilization, Portland Pozzolana / Ordinary Portland/Portland Slag
cement, admixtures in recommended proportions as per IS: 9103 to
accelerate / retard setting of concrete to improve durability and workability
4.20A 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 engMeer-in-charge; for the
following grades of concrete. Note: Extra cement up to 10% of the minimum
specified cement content in design mix shall be payable separately. In case the
cement content in design mix is more than 110% of the minimum specified
cement content, the contractor shall have discretion to either re-design the mix
or bear the cost of extra cement.

4.20A.1 All works upto plinth level

cum 6,466.35
Concrete of M10 grade with minimum cement content of 220 kg/cum. (Note:
4.20A.1.1 The permissible utilization of Recycled Concrete Aggregate (RCA) as coarse
aggregate and fine aggregate is 100% each).
cum 7,290.70
Concrete of M15 grade with minimum cement content of 240 kg /cum. (Note:
4.20A.1.2 The permissible utilization of Recycled Concrete Aggregate (RCA) as coarse
aggregate and fine aggregate is 25% each).
cum 7,509.95
Concrete of M20 grade with minimum cement content of 270 kg /cum. (Note:
4.20A.1.3 The permissible utilization of Recycled Concrete Aggregate (RCA) as coarse
aggregate and fine aggregate is 25% each).
cum 7,729.15
Concrete of M25 grade with minimum cement content of 300 kg /cum. (Note:
4.20A.1.4 The permissible utilization of Recycled Concrete Aggregate (RCA) as coarse
aggregate and fine aggregate is 25% each).

4.20A.2 All works above plinth and upto floor V level

cum 6,710.25
Concrete of M10 grade with minimum cement content of 220 kg /cum. (Note:
4.20A.2.1 The permissible utilization of Recycled Concrete Aggregate (RCA) as
coarse aggregate and fine aggregate is 100% each).
cum 7,534.65
Concrete of M15 grade with minimum cement content of 240 kg /cum. (Note:
4.20A.2.2 The permissible utilization of Recycled Concrete Aggregate (RCA) as coarse
aggregate and fine aggregate is 25% each).
cum 7,753.85
Concrete of M20 grade with minimum cement content of 270 kg /cum. (Note:
4.20A.2.3 The permissible utilization of Recycled Concrete Aggregate (RCA) as coarse
aggregate and fine aggregate is 25% each).
cum 7,973.05
Concrete of M25 grade with minimum cement content of 300 kg /cum. (Note:
4.20A.2.4 The permissible utilization of Recycled Concrete Aggregate (RCA) as
coarse aggregate and fine aggregate is 25% each).

5 REINFORCED CEMENT CONCRETE

Providing and laying in position specified grade of reinforced cement concrete,
5.1 excluding the cost of centering, shuttering, finishing and reinforcement - All
work up to plinth level :
 13

Item Code Description Unit Justified Rate

cum 7,819.65
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3
5.1.2
graded stone aggregate 20 mm nominal size de rived from natural sources)
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) incuding manu- factured sand cum 7,650.65
derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone
5.1.2A
aggregate 20 mm nominal size of Recycled Concrete Aggregate (RCA) upto
20%.
cum 7,365.75
1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4
5.1.3
graded stone aggregate 20 mm nominal size de rived from natural sources)
cum 7,187.90
1:2:4 (1 cement : 2 coarse sand incuding manufactured sand derived from
5.1.3A Recycled Concrete Aggregate (RCA) upto 20% : 4 graded stone aggregate 20
mm nominal size of Recycled Con crete Aggregate (RCA) upto 20%).

Reinforced cement concrete work in walls (any thickness), including

attached pilasters, buttresses, plinth and string courses, fllets, columns,
5.2
pillars, piers, abutments, posts and struts etc. above plinth level up to floor five
level, excluding cost of centering, shuttering, finishing and reinforcement:
cum 9,132.20
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources
5.2.2
: 3 graded stone aggregate 20 mm nominal size derived from natural sources)
cum 8,963.15
1:1.5:3 (1 cement : 1.5 coarse sand incuding manufactured sand derived from
5.2.2A Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20
mm nominal size including Recycled Concrete Aggregate (RCA) upto 20%)

Reinforced cement concrete work in beams, suspended foors, roofs having cum 9,599.20
slope up to 15* landings, balconies, shelves, chajjas, lintels, bands, plain
window sills, staircases and spiral stair cases above plinth level up to foor five
5.3 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 9,430.20
Reinforced cement concrete work in beams, suspended floors, roofs having
slope ur to 15° landings, balconies, shelves, chajlas, lintels, bands, plain
window sills, staircases and spiral staircases above plinth level up to floor five
5.3A level excluding the cost of centering, shuttering, finishing and reinforcement,
with 1:1.5:3 (1 cement : 1.5 coarse sand incuding manufactured sand derived
from Recycled Concrete Aggregate (RCA) upto 20%: 3 graded stone aggregate
20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 20%)

Providing and laying reinforced cement concrete in kerbs, steps and the like at cum 7,658.85
or near ground level excluding the cost of centering, shuttering, finishing and
5.4 reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived
from natural sources : 3 graded stone aggregate 20 mm nominal size
derived from natural sources).

Providing and laying reinforced cement concrete in kerbs, steps and the like at cum 7,658.85
or near ground level excluding the cost of centering, shuttering, finishing and
reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand incuding
5.4A
manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20%
: 3 graded stone aggregate 20 mm nominal size including Recycled
Concrete Aggregate (RCA) upto 20%).
Reinforced cement concrete work in arches, archribs, domes, vaults, shells, cum 10,123.40
folded plate and roofs having slope more than 15° up to floor five level,
excluding the cost of centering, shuttering, finishing and reinforcement with
5.5
1:1.5:3 (1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources
: 3 graded stone aggregate 20 mm nominal size derived from natural
sources).
 14

Item Code Description Unit Justified Rate

cum 9,954.40
Reinforced cement concrete work in arches, archribs, domes, vaults, shells,
folded plate and roofs having slope more than 15° up to foor five level
excluding the cost of centering, shuttering, finishing and reinforcement with
5.5A
1:1.5:3(1 cement: 1.5 coarse sand incuding manufactured sand derived
from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate
70 mm nominal size including Recycled Concrete Aggregate (RCA) upto 20%).

cum 9,328.80
Reinforced cement concrete work in chimneys, shafts, up to floor five level,
excluding the cost of centering, shuttering, finishing and reinforcement with
5.6
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 9,159.75
Reinforced cement concrete work in chimneys, shafts, up to floor five level
excluding te cost of centering, shuttering, finishing and reinforcement with
5.6A 1:1.5:3 (1 cement: 1.5 coarse sand incuding manufactured sand derived
from Recycled Concrete Aggregate (RCA) upto 20%: 3 graded stone aggregate
20 mm nominal size including Recycled Concrete Aggregate RCA) upto 20%).

cum 7,365.00
Reinforced cement concrete work in well-steining, excluding the cost of
centering, shuttering, finishing and reinforcement with 1:1,5:3 (1 cement :
5.7
1.5 coarse sand(zone-III) derived from natural sources ; 3 graded stone
aggregate 20 mm nominal size derived from natural sources).

Reinforced cement concrete work in well-steining excluding the cost of cum 7,365.00
centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5
5.7A coarse sand incuding manufactured sand derived from Recycled Concrete
Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size
Recycled Concrete Aggregate (RCA) upto 20%).

Reinforced cement concrete work in vertical and horizontal fins individually or cum 9,563.75
forming box louvers, facias and eaves boards above plinth level up to foor fve
level, excluding the cost of centering, shuttering, fnishing and reinforcement
5.8
with 1:1.5:3. (1 cement : 1.5 coarse sand(zone-III) derived from natural
sources : 3 graded stone aggregate 20mm nominal size derived from natural
sources).

Reinforced cement concrete work in vertical and horizontal fins individually or cum 9,407.10
forming box louvers, facias and eaves boards. above plinth level up to foor fve
level excluding the cost of centering, shuttering, fnishing and reinforcement,
5.8A with 1:1.5:3. (1 cement : 1.5 coarse sand incuding manufactured sand
derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone
aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA)
upto 20%).
Centering and shuttering including strutting, propping etc. and removal of form
5.9
for
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. sqm 296.15
Walls any thickness) including attached pilasters, butteresses, plinth and string sqm 633.40
5.9.2
courses etc.
5.9.3 Suspended floors, roofs, landings, balconies and access platform sqm 689.15

5.9.4 Shelves (Cast in situ) sqm 689.15

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers sqm 545.50

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts sqm 721.45

5.9.7 Stairs, (excluding landings) except spiral-staircases sqm 579.20

5.9.8 Spiral staircases (including landing) sqm 599.50

5.9.9 Arches, domes, vaults up to 6 m span sqm 1,607.75

5.9.10 Extra for arches, domes, vaults exceeding 6 m span sqm 501.65

5.9.11 Chimneys and shafts sqm 603.95

5.9.12 Well steining sqm 213.90

Vertical and horizontal fins individually or forming box louvers band, facias and sqm 969.15
5.9.13
eaves boards
 15

Item Code Description Unit Justified Rate

Extra for shuttering in circular work (20% of respective centering and sqm -
5.9.14
shuttering items)
sqm 296.15
Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window
5.9.15
sills, string courses, bands, copings, bed plates, anchor blocks and the like

5.9.16 Edges of slabs and breaks in floors and walls

5.9.16.1 Under 20 cm wide metre 159.80

5.9.16.2 Above 20 cm wide sqm 677.40

5.9.17 Cornices and mouldings sqm 672.60

Small surfaces such as cantilever ends, brackets and ends of steps, caps and sqm 727.65
5.9.18
bases to pilasters and columns and the like
5.9.19 Weather shade, Chajjas, corbels etc., including edges sqm 722.20
Suspended floors, roofs, landings, balconies and access platform with water sqm 764.95
5.9.20
proof ply 12 mm thick
Lintels, beams, plinth beams, girders, bressumers and cantilevers with water sqm 624.80
5.9.21
proof ply 12 mm thick
Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering
5.10
complete as per the direction of Engineer-in-charge.
5.10.1 12 mm dia. & 100 mm length each set 117.85

5.10.2 12 mm dia. & 150 mm length each set 129.45

5.10.3 20 mm dia. & 150 mm length each set 139.90

5.10.4 20 mm dia.& 225 mm length each set 151.50

Extra for additional height in centering, shuttering where ever required with
adequate bracing, propping etc., including cost of de-shuttering and
5.11
decentering at all levels, over a height of 3.5 m, for every additional height of 1
metre or part thereof (Plan area to be measured).
Suspended floors, roofs, landing, beams and balconies (Plan area to be sqm 288.00
5.11.1
measured)
Providing, hoisting and fixing above plinth level up to floor five level precast cum 8,959.50
reinforced cement concrete work in string courses, bands, copings, bed plates,
anchor blocks, plain window sills and the like, including the cost of required
5.12
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 8,605.15
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
5.12A centering, shuttering but excluding cost of reinforcement, with 1:1.5:3 (1
cement : 1.5 coarse sand incuding manufactured sand derived from Recycled
Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm
nominal size Recycled Concrete Aggregate (RCA) upto 20%).

Providing, hoisting and fxing up to foor fve level precast reinforced cement cum 11,777.40
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
5.13
reinforcement. with 1:1.5:3 (1 cement: 1.5 coarse sand (zone-Ill) derived from
natural sources : 3 graded stone aggregate 20 mm nominal size derived from
natural sources).

Providing, hoisting and fixing up to floor five level precast reinforced cement cum 11,608.50
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
5.13A reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand incuding
manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20%
: 3 graded stone aggregate 20 mm nominal size including Recycled Concrete
Aggregate (RCA) upto 20%).
 16

Item Code Description Unit Justified Rate

Providing, hoisting and fixing above plinth level up to floor five level precast cum 14,686.45
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
5.14 required centering, shuttering but, excluding the cost of reinforcement,
with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural
sources : 3 graded stone aggregate 20 mm nominal size derived from natural
sources).

Providing, hoisting and fixing above plinth level up to floor five level precast cum 14,686.45
reinforced cement concrete in mouldings as in cornices, windows sills etc.
including setting in cement mortar 1:3 (1 cement : 3 coarse sand) cost of
required centering, shuttering but excluding the cost of reinforcement, with
5.14A
11.5:3 (1 cement : 1.5 coarse sand incuding manufactured sand derived
from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone
aggregate 20 mm nominal size including Recycled Concrete Aggregate
(RCA) upto 20%).
cum 11,463.15
Providing, transporting, hoisting and fixing above plinth level up to floor five
level precast reinforced cement concrete in lintels, beams and bressumers,
including setting in cement mortar 1:3 (1 cement : 3 coarse sand), cost of
5.15
required centering and shuttering but, excluding the cost of reinforcement, with
1:1.5:3 (1 cement: 1.5 coarse sand(zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources)

Providing, transporting, hoisting and fixing above plinth level up to foor five cum 11,463.15
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
5.15A
reinforcement with, 1:1.5:3 (1 cement : 1.5 coarse sand incuding
manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20%
: 3 graded stone aggregate 20 mm nominal size including Recycled Concrete
Aggregate (RCA) upto 20%).

Providing,transporting, hoisting and fixing above plinth level up to foor five level cum 16,502.45
precast reinforced cement concrete in shelves, including setting in cement
mortar 1:3 (lcement : 3 coarse sand), cost of required centering, shuttering
5.16 and finishing with neat cement punning on exposed surfaces but , excluding
the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)
derived from natural sources : 3 graded stone aggregate 20 mm nominal
size derived from natural sources).

Providing, transporting, hoisting and fixing above plinth level up to foor five cum 16,502.45
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
5.16A
excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand
incuding manufactured sand derived from Recycled Concrete Aggregate
(RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size including
Recycled Concrete Aggregate (RCA) upto 20%).

Providing, transporting, hoisting and fixing above plinth level up to floor five cum 10,056.95
level precast reinforced cement concrete in vertical & horizontal fins,
individually or forming box louvers, setting in cement mortar 1:2 (1 cement
5.17 : 2 coarse sand), including the cost of required centering, shuttering but ,
excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse
sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm
nominal size derived from natural sources).

Providing, transporting, hoisting and fixing above plinth level up to floor five cum 10,056.95
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
5.17A
the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand incuding
manufactured sand derived from Recycled Concrete Aggregate (RCA) upto
20% : 3 graded stone aggregate 20 mm nominal size including Recycled
Concrete Aggregate (RCA) upto 20%).
 17

Item Code Description Unit Justified Rate

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
5.18 mild steel wire, including centering and shuttering, roughening cleaning, fixing
and fnishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete,
excluding plastering of the jambs, sills and sofits.

5.18.1 50 mm thick sqm 1,400.20

5.18.2 40 mm thick sqm 1,265.50

5.18.3 25 mm thick sqm 1,144.05

Encasing rolled steel sections, in beams and columns, with cement concrete cum 13,046.20
1:1.5:3 (1 cement : 1.5 coarse sand (zone-Ill) derived from natural sources : 3
5.19 graded stone aggregate 20 mm nominal size derived from natural sources)
including centering and shuttering complete but, excluding cost of
reinforcement.
Encasing rolled steel sections, in beams and columns, with cement concrete cum 13,046.20
1:1.5:3 (1 cement : 1.5 coarse sand incuding manufactured sand
derived from Recycled Concrete Aggregate (RCA) upto 20%: 3 graded stone
5.19A
aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 20%)
including centering and shuttering complete but excluding cost of
reinforcement.
cum 8,282.30
Encasing rolled steel section in grillages with cement concrete 1:1.5:3 (1
cement i 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded
5.20
stone aggregate 20 mm nominal size derived from natural sources) including
centering and shutter ng but, excluding cost of expanded metal and hangers.

Encasing rolled steel section in grillages with cement concrete 1:1.5:3 (1 cum 8,282.30
cement : 1.5 coarse sand incuding manufactured sand derived from Recycled
5.20A 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.
sqm 392.05
Extra for providing and fixing expanded metal mesh of size 20x60 mm and
5.21 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.

Steel reinforcement for R.C.C. work including straightening, cutting, bending,

5.22
placing in position and binding all complete upto plinth level.

5.22.1 Mild steel and Medium Tensile steel bars kg 78.20

5.22.2 Hard drawn steel wire kg 76.95

5.22.3 Cold twisted bars kg 78.80

5.22.4 Hot rolled deformed bars kg 78.80

5.22.5 Hard drawn steel wire fabric kg 81.85

5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 78.80

Steel reinforcement for R.C.C. work including straightening, cutting, bending,

5.22A
placing in position and binding all complete above plinth level.

5.22A.1 Mild steel and Medium Tensile steel bars kg 78.20

5.22A.2 Hard drawn steel wire kg 76.95

5.22A.3 Cold twisted bars kg 78.80

5.22A.4 Hot rolled deformed bars kg 78.80

5.22A.5 Hard drawn steel wire fabric kg 81.85

5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 78.80

Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of
5.22B 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 72.75

 18

Item Code Description Unit Justified Rate

Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of
5.22C 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 72.75

Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement sqm 228.65
5.23
mortar 1:3 (1 Cement : 3 fine sand).
Extra for rendering smooth the top of suspended floors, landings and staircases sqm 119.50
(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
5.24
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.
kg 633.75
5.25 Providing and fixing in position copper plate as per design for expansion joints.

5.26 Providing and filling in position, blown bitumen in expansion joints. cum 55,758.55
Providing and filling in position bitumen mix filler of proportion 80 kg. of hot cum 19,104.65
5.27 bitumen, 1 kg. of cement and 0.25 cubic metre of coarse sand for expansion
joints.
Providing and fixing in position 12mm thick bitumen impregnated fiber board per cm 494.00
5.28 conforming to IS: 1838, including cost of primer, sealing compound Grade-A in depth per
expansion joints. 100m
Providing and fixing sheet covering over expansion joints with iron screws as
5.29
per design.
Non-asbestos 6 mm thick fibre cement board, Type-A, Category-III as per IS:
5.29.1
14862:2000
5.29.1.1 150mm wide metre 140.70

5.29.1.2 200mm wide metre 189.45

5.29.2 Aluminium fluted strips 3.15 mm thick.

5.29.2.1 150mm wide metre 449.80

5.29.2.2 200 mm wide metre 597.45

5.29.3 Cement bonded wood particle board 6mm thick as per IS : 14276
5.29.3.1 150mm wide metre 176.10

5.29.3.2 200mm wide metre 236.90

Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. metre 58.30
5.30
projections.
cum 792.75
Extra for laying reinforced cement concrete in or under water and/ or liquid
mud, including cost of pumping or bailing out water and removing slush etc.,
complete. Note For Item No. 5.31:- The quantity will be calculated by
multiplying the depth measured from the subsoil water level up to the centre of
5.31 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 conditions. 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

cum 339.55
5.32 Extra for laying reinforced cement concrete in or under foul conditions.
 19

Item Code Description Unit Justified Rate

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
5.33
excluding the cost of centering, shuttering, finishing and reinforcement as
per direction of the engineer-in-charge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in
design mix shall be payable separately. In case the cement content in design
mix is more than 110% of the specified minimum cement content, the
contractor shall have discretion to either re-design the mix or bear the cost of
extra cement.

5.33.1 All works upto plinth level

cum 8,015.80
5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum
cum 8,161.95
5.33.1.2 Concrete of M30 grade with minimum cement content of 350 kg /cum
cum 8,308.10
5.33.1.3 Concrete of M35 grade with minimum cement content of 370 kg /cum
cum 8,454.25
5.33.1.4 Concrete of M40 grade with minimum cement content of 390 kg/cum
cum 8,600.35
5.33.1.5 Concrete of M50 grade with minimum cement content of 410 kg/cum

5.33.2 All works above plinth level upto floor V level

cum 8,260.50
5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum
cum 8,405.85
5.33.2.2 Concrete of M30 grade with minimum cement content of 350 kg /cum
cum 8,552.00
5.33.2.3 Concrete of M35 grade with minimum cement content of 370 kg /cum
cum 8,698.15
5.33.2.4 Concrete of M40 grade with minimum cement content of 390 kg /cum
cum 8,844.30
5.33.2.5 Concrete of M50 grade with minimum cement content of 410 kg /cum

Providing and laying in position ready mixed or site batched design mix cement
concrete for reinforced cement concrete work; using coarse aggregate and fine
aggregate derived from natural sources and using recycled concrete aggregate
iRCA) as coarse aggregate and fine aggregate within permissible utilization
of 20% each, Portland Pozzolana/Ordinary Portland/Portland Slag cement,
5.33A 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.

5.33A.1 All works upto plinth level

cum 7,846.80
5.33A.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum

5.33A.2 All works above plinth level up to floor V level

cum 8,090.70
5.33A.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum
Add for using extra cement in the items of design mix over and above the quintal 713.85
5.35
specified cement content therein.
 20

Item Code Description Unit Justified Rate

cum 25,710.10
Providing and placing in position precast reinforced cement concrete waffle
units, square or rectangular, as per design and shape for foors and roofs in
1:11/:3 (1 Cement : 1'A coarse sand (zone-Ill) derived from natural sources
: 3 graded stone aggregate 10 mm nominal size derived from natural
5.36 sources), including flush or deep ruled pointing at joints in Cement mortar
1:2 (1 Cement: 2 Fine sand), making necessary holes of required sizes for
carrying through service lines etc., providing steel hooks for lifing etc, form
work in precasting, handling, hoisting, centering and erection complete for all
foor levels but, excluding the cost of reinforcement.

cum 25,541.05
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 incuding 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
5.36A
flush or deep ruled pointing at joints in cement mortar 1:2 (1 cement : 2 Fine
sand), making necessary holes of required sizes for carrying through service
lines etc., providing steel hooks for lifting etc, form work in precasting,
handling, hoisting, centering and erection complete for all floor levels but
excluding the cost of reinforcement.

Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each four floors or cum 243.90
5.38
part thereof.
Supplying and applying pre tested and approved water based concrete curing
5.41 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 50.80

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,
5.42
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 89.05

5.42.2 Coupler for 20 mm diameter reinforcement bar each 124.15

5.42.3 Coupler for 25 mm diameter reinforcement bar each 177.95

5.42.4 Coupler for 28 mm diameter reinforcement bar each 208.20

5.42.5 Coupler for 32 mm diameter reinforcement bar each 250.75

Providing and fixing in position Stainless steel Grade 304 plate-1.0 mm thick as
5.43
per design for expansion joints.
5.43.1 200 mm wide. metre 650.75

5.43.2 300 mm wide. metre 916.50

 21

Item Code Description Unit Justified Rate

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
5.44 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 5,049.90

5.44.2 Floor Joint of 150 mm gap metre 6,171.90

5.44.3 Floor Joint of 200 mm gap metre 7,892.10

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
5.45 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 4,212.45

5.45.2 Wall Joint of 150 mm gap metre 4,736.30

5.45.3 Wall Joint of 200 mm gap metre 5,459.90

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
5.46
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).
 22

Item Code Description Unit Justified Rate

5.46.1 Roof Joint of 100 mm gap metre 4,723.50

5.46.2 Roof Joint of 150 mm gap metre 5,252.00

5.46.3 Roof Joint of 200 mm gap metre 6,263.65

Providing and fixing in position factory made precast RCC M-40 door and
window frame fixing with hold fast embedded in 1:3:6 concrete block, having
excellent smooth finish as per IS: 6523 with reinforcement of 3 Nos, 6 mm dia
main bars tied with 3 ram M.S stirrups placed @ 200 mm C/C and 6 numbers
high strength polymer blocks of required size for fixing hinges including
5.47
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 mm x 60 mm rntr 621.80

5.47.2 Door frame 100 mmx 60 mm metre 577.00

5.47.3 Door frame 85 mm x 60 mm mtr 553.90

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
5.48
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 7,404.50

5.48.2 Reinforced Cement Concrete -M-60 cum 8,274.95

cum 16,374.80
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
5.49
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.

6 MASONRY WORK
 23

Item Code Description Unit Justified Rate

Brick work with common burnt clay F.P.S. (non modular) bricks of class
6.1
designation 7.5 in foundation and plinth in:
6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 5,924.20

6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 5,692.20

Brick work with common burnt clay modular bricks of class designation 7.5 in
6.2
foundation and plinth in:
6.2.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 4,944.90

6.2.2 Cement Mortar 1:6 (1 cement : 6 coarse sand). cum 4,740.75

Brick work with common burnt clay machine moulded perforated bricks of class
6.3 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 6,906.95

6.3.2 With Modular bricks cum 6,730.25

Brick work with common burnt clay F.P.S. (non modular) bricks of class
6.4 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 7,362.75

6.4.2 Cement mortar 1:6(1 cement: 6 coarse sand) cum 7,130.75

cum 123.25
Extra for brick work / AAC block masonry / Tile brick masonry in superstructure
6.5
above floor V level, for each four floors or part thereof by mechanical means.
sqm 173.10
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
6.6
bitumastic coated M .S. ties 300 mm long of 25x3 mm section at not less than 3
ties per sqm as per approved design.
metre 225.40
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
6.7
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.
sqm 679.60
Brick work 7 cm thick with common burnt clay F.P.S. (non modular) brick of
6.8 class designation 7.5 in cement mortar 1:3 (1 cement : 3 coarse sand) in
superstructure above plinth level and upto floor five level.
cum 11,685.25
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
6.9
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 14,665.00
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
6.10
and shuttering complete, for span up to 6 meters with common burnt clay
F.P.S. (non modular) bricks of class designation 7.5.
sqm 501.65
Extra for additional cost of centering for arches exceeding 6m span including all
6.11
shuttering, bolting, wedging and removal (Area of the soffit to be measured).
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class
6.12
designation 7.5 in foundations and plinth in :
6.12.1 Cement mortar 1:3 (1 cement : 3 coarse sand) sqm 749.35

6.12.2 cement mortar 1:4 (1 cement : 4 coarse sand) sqm 723.35

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class
6.13
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 908.70

6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand) sqm 882.75

Extra for half brick masonry in superstructure, above floor V level for every four sqm 10.90
6.14
floors or part thereof by mechanical means.
Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every sqm 75.05
6.15
third course of half brick masonry.
 24

Item Code Description Unit Justified Rate

Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of
6.16
class designation 10 in foundation and plinth in:
6.16.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 8,886.65

6.16.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 8,515.50

cum 8,515.50
Tile brick masonry with common burnt clay machine moulded tile bricks of class
6.17 designation 12.5 conforming to IS : 2690 (Part I) in foundation and plinth in
cement mortar 1:6 (1 cement : 6 coarse sand).
cum 10,020.50
Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of
6.18 class designation 10 in superstructure above plinth level up to floor V level in
cement mortar 1:6 (1 cement : 6 coarse sand).
cum 14,604.95
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
6.20
upto floor five level in cement mortar 1:4 (1 cement : 4 coarse sand) including
centering and shuttering complete.
cum 17,603.20
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
6.21
upto floor five level in cement mortar 1:4 (1 cement : 4 coarse sand) including
centering and shuttering complete.
sqm 686.00
Tile brick masonry work 5 cm thick with common burnt clay F.P.S. (non
6.22 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 558.95
Honey-comb brick work 10 / 11.4 cm thick with common burnt clay bricks of
6.23 class designation 7.5 in super structure above plinth level upto floor V level with
cement mortar 1:4 (1 cement : 4 coarse sand).
cum per 792.75
Extra for laying brick work in or under water and/or liquid mud including cost of metre depth
pumping or bailing out water and removing slush etc. complete. NOTE :- The
quantity will be calculated by multiplying the depth measured from sub - soil
6.24 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.

6.25 Extra for laying brick work in or under foul position. cum 339.55
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
6.26
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 5,858.50

6.26.2 Above plinth level upto floor V level cum 7,372.65

Brick work with common burnt clay modular bricks of class designation 7.5 in
6.27 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 4,774.35

6.27.2 Above plinth level upto floor V level cum 6,212.90

Brick work with common burnt clay machine moulded modular bricks of class
designation 12.5 in exposed brick work including making horizontal and vertical
6.28
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 5,566.30

6.28.2 Above plinth level upto floor V level cum 7,004.80

Brick work wth common burnt clay machine moulded F.P.S. (non modular)
bricks of class designation 12.5 in exposed brick work including making
6.29
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 5,788.95

 25

Item Code Description Unit Justified Rate

6.29.2 Above plinth level upto floor V level cum 7,171.85

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
6.30
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 5,502.05

6.30.2 Above plinth level upto floor V level cum 6,940.60

Brick work with common burnt clay machine moulded perforated modular bricks
of class designation 12.5 conforming to 15 : 2222 in exposed brick work
6.31
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 5,340.05

6.31.2 Above plinth level upto floor V level cum 6,778.55

Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5
6.32
in superstructure above plinth level up to floor five level in :

6.32.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 7,278.10

6.32.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 7,046.15

Brick work with non modular fly ash bricks conforming to IS:12894, class
6.34 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 6,820.70

6.34.2 Cement mortar 1:6 (1 cement : 6 Coarse sand) cum 6,616.60

Brick work with modular calcium silicate bricks machine moulded conforming to
6.35 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 7,442.95

6.35.2 Cement mortar 1:6 (1 cement : 6 Coarse sand) cum 7,238.80

Brick work with modular extruded brunt fly ash clay sewer bricks (Conforming
6.36 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 5,623.70
Brick work with modular extruded brunt fly ash clay sewer bricks (conforming to cum 10,446.40
6.37 IS : 4885) in arches in foundation and plinth in cement mortar 1:3 ( 1 cement :
3 fine sand).
Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry 100 cum 7,731.05
mm / 125mm thick with Grade 1 AAC blocks of density 551 to 650 kg/cum
conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor
6.38
V level in cement mortar 1:4 (1 cement : 4 coarse sand). The rate includes
providing and placing in position 2 Nos 6 mm dia M.S. bars at every third
course of masonry work.

Providing and laying Gypsum panel partitions 100 mm thick with water proof sqm 760.55
Gypsum panels of size 666x500x100 mm, made of calcite phosphor Gypsum
6.40 fixed with tongue and groove, jointed with bonding plaster as per
manufacturer’s specifications in superstructure above plinth level up to floor V
level. Gypsum blocks will have a minimum compressive strength of 9.3 kg/cm2
Extra for Gypsum panel Partitions in superstructure above floor V level for every sqm 130.80
6.41
four floors or part thereof.
metre 49.40
Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt
6.44 clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with
cement mortar 1:4 (1 cement : 4 fine sand).

Half brick masonry with non modular fly ash bricks of class designation 10,
6.45
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 866.70

6.45.2 Cement mortar 1 : 4 (1 cement : 4 coarse sand) sqm 840.75

 26

Item Code Description Unit Justified Rate

Providing and laying Autoclaved Aerated concrete blocks (AAC) masonry cum 6,320.65
150mm/230mm/300 mm thick AAC with Grade-1 blocks of density 551-650
kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up
6.47 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).

7 STONE WORK
Random rubble masonry with hard stone in foundation and plinth including
7.1 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 5,626.40

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
7.2
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 7,051.50

7.4 Extra for random rubble masonry with hard stone in :

7.4.1 Square or rectangular pillars cum 698.65

7.4.2 Circular pillars cum 1,910.75

Extra for random rubble masonry with hard stone curved on plan for a mean cum 781.10
7.5
radius not exceeding 6 m.
Coursed rubble masonry (first sort) with hard stone in foundation and plinth
7.6
with :
7.6.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 6,763.90
Coursed rubble masonry (second sort) with hard stone in foundation & plinth
7.7
with :
7.7.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 6,291.80
Coursed rubble masonry with hard stone (first or second sort) in superstructure
7.8
above plinth level and upto floor five level.
cum 8,164.20
7.8.1 Masonry work (first sort), in cement mortar 1:6 (1 cement : 6 coarse sand)
cum 7,692.10
7.8.2 Masonry work (second sort), in cement mortar 1:6 (1 cement: 6 coarse sand)

7.10 Extra for coursed rubble masonry with hard stone (first or second sort) in:

7.10.1 Square or rectangular pillars cum 775.35

7.10.2 Circular pillars cum 2,168.90

Extra for coursed rubble masonry with hard stone (first or second sort) curved cum 847.25
7.11
on plan for a mean radius not exceeding 6 m.
Stone work in plain ashlar in super structure upto floor five level in cement
mortar 1:6 (1 cement : 6 coarse sand) including pointing with cement mortar
7.12
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 44,978.00

7.12.1.2 White sand stone cum 64,332.00

7.12.2 Both face dressed

7.12.2.1 Red sand stone cum 61,822.00

7.12.2.2 White sand stone cum 81,176.00

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
7.13
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 50,292.00
 27

Item Code Description Unit Justified Rate

7.13.1.2 White sand stone cum 69,646.00

7.13.2 Both face dressed

7.13.2.1 Red sand stone cum 67,136.00

7.13.2.2 White sand stone cum 86,490.00

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
7.14
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 80,249.00

7.14.1.2 White sand stone cum 99,604.00

7.14.2 Both face dressed

7.14.2.1 Red sand stone cum 1,22,217.00

7.14.2.2 White sand stone cum 1,41,572.00

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
7.15
white 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 42,506.00

7.15.1.2 White sand stone cum 61,861.00

7.15.2 Both faced punched

7.15.2.1 Red sand stone cum 56,878.00

7.15.2.2 White sand stone cum 76,231.00

Extra for stone work, random rubble 1 coursed rubble masonry / ashlar cum 123.25
7.16 masonry above floor V level for every four floors or part thereof by mechnical
means.
7.17 Extra for plain ashlar or ashlar punched in:
7.17.1 Square or rectangular pillars cum 2,209.00
Extra for stone work; plain ashlar or ashlar punched curved on plan with a cum 1,536.00
7.18
mean radius not exceeding 6 m.
sqm 501.65
Extra for additional cost of centering for arches exceeding 6m span including all
7.19
strutting, bolting, wedging etc. and removal (area of soffit to be measured).

Stone work ashlar sunk or moulded or sunk and moulded upto floor five level in
cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with white
7.20
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 64,269.00

7.20.2 White sand stone cum 83,623.00

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 2,881.00

7.21.2 Circular or polygonal pillars cum 8,163.00

per metre 220.75
per cm
7.22 Extra for stone work ashlar sunk or moulded in cornices. girth
(60cm deep)

Extra for stone work (veneer work) curved on plan with a mean radius riot cum 2,209.00
7.24
exceeding 6 m.
Providing and fixing stone dowels 10x5x2.50 cm cut to double wedge shape as each 42.15
7.26 per design in cement mortar 1:2 (1 cement : 2 coarse sand), including making
the necessary chases.
 28

Item Code Description Unit Justified Rate

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
7.28 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 :

sqm 2,020.85
7.28.1.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

7.28.2 White sand stone :

sqm 2,052.80
7.28.2.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

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
7.29
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 1,273.10

7.29.2 White sand stone sqm 1,300.95

30 mm red sand stone sun-shade (chisel-dressed) supported on red sand stone sqm 1,499.35
7.30 brackets, fixed in walls with cement mortar 1:4 (1 cement : 4 coarse sand),
including finishing complete.
each 4,811.50
Providing and fixing red sand stone brackets 55x22.5x45 cm sunk and moulded
7.31
including providing and fixing with 4 Nos gun metal cramp 25x6 mm 30 cm long

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
7.32
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 63,604.95

7.32.2 White sand stone cum 82,958.95

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
7.33
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 10,839.75

7.33.2 White sand stone sqm 10,865.30

Extra for laying stone work in or under water and/or liquid mud including cost of cum per 792.75
pumping or bailing out water and removing slush etc. complete. NOTE :- The metre
quantity will be calculated by multiplying the depth measured from sub-soil depth
7.34 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.

7.35 Extra for laying stone work in or under foul condition. cum 339.55
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
7.38
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 2,398.00
sqm 2,112.30
7.38.1.2 Raj Nagar plain white marble/ Udaipur green marble/ Zebra black marble

8 CLADDING WORK
 29

Item Code Description Unit Justified Rate

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
cement mortar 1:3 (1 cement : 3 coarse sand), including pointing with white
8.1
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 4,319.80

8.1.1.2 Area of slab over 0.50 sqm sqm 4,468.40

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
8.2 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 of 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 2,605.60

8.2.1.2 Area of slab over 0.50 sqm sqm 2,350.65

8.2.2 Granite stone slab of colour black, Cherry/Ruby red

8.2.2.1 Area of slab upto 0.50 sqm sqm 4,144.70

8.2.2.2 Area of slab over 0.50 sqm sqm 3,901.05

8.2.3 Granite stone slab of all colour and texture except black, Cherry/Ruby red

8.2.3.1 Area of slab upto 0.50 sqm sqm 3,169.05

8.2.3.2 Area of slab over 0.50 sqm sqm 2,925.40

Providing edge moulding to 18 mm thick marble stone counters, Vanities etc.,
8.3 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 214.00

8.3.2 Granite work metre 366.05

Extra for fixing marble /granite stone, over and above corresponding basic item, metre 430.95
8.4 in facia and drops of width upto 150 mm with epoxy resin based adhesive,
including cleaning etc. complete.
each 740.60
Extra for providing opening of required size & shape for wash basin/ kitchen
sink in kitchen platform, vanity counter and similar location in marble/ Granite/
8.5
stone work, including necessary holes for pillar taps etc. including moulding,
rubbing and polishing of cut edges etc. complete.
Mirror polishing on marble work/Granite work/stone work where ever required sqm 367.75
8.6
to give high gloss finish complete.
Providing and fixing cramps of required size & shape in RCC/ CC / Brick
masonry backing with cement mortar 1:2 ( 1 cement :2 coarse sand), including
8.7
drilling necessary hole in stones and embedding the cramp in the hole (fastener
to be paid separately).
8.7.1 Gunmetal cramps kg 554.80

8.7.2 Stainless steel cramps kg 542.55

Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry
8.8 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 27.50

8.8.1.2 Fastener with threaded dia 10 mm each 30.15

8.8.1.3 Fastener with threaded dia 12 mm each 46.70

Stone tile (polished) work for wall lining over 12 mm thick bed of cement
8.9 mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm
including pointing in white cement complete.
 30

Item Code Description Unit Justified Rate

8.9.1 8mm thick

sqm 2,448.30
8.9.1.1 Raj nagar plain white marble/ Udaipur green marble/ Zebra black marble

8.9.1.2 Granite of any colour and shade sqm 2,793.55

Providing and fixing 75 mm high, 50 mm deep and 18 mm thick stone slab

table rubbed, edges rounded and polished, fixed in urinal partitions by cutting a
chase of appropriate width with chase cutter and embedding the stone in the
8.10
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 2,657.50

8.10.2 Granite Stone of approved shade sqm 3,075.65

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 (if required with marble stone slab pieces of
different shapes, sizes & texture but of even thickness) on 12 mm (average)
8.11 thick cement mortar 1:3 (1 cement : 3 coarse sand) laid and jointed with white
cement slurry @ 3.3 kg/sqm including pointing with white cement slurry
admixed with pigment of matching shade, including rubbing, curing, polishing
etc. all complete as per Architectural drawings, and as directed by the Engineer-
in-Charge.
18 mm thick Italian Marble stone slab,Perlato, Rosso verona, Fire Red or Dark sqm 8,184.30
8.11.1
Emperadore etc.
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
173 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2
8.14
(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 4,256.10

8.14.1.2 60 mm thick sqm 4,127.00

8.14.1.3 50 mm thick sqm 3,998.20

8.14.1.4 40 mm thick sqm 3,868.85

8.14.1.5 30 mm thick sqm 3,739.65

Red sand stone - Exposed face machine cut and table rubbed with rough
8.14.2
backing.
8.14.2.1 70 mm thick sqm 5,884.10

8.14.2.2 60 mm thick sqm 5,755.00

8.14.2.3 50 mm thick sqm 5,626.20

8.14.2.4 40 mm thick sqm 5,496.85

8.14.2.5 30 mm thick sqm 5,367.65

8.14.3 White sand stone - exposed face fine dressed with rough backing.
8.14.3.1 70 mm thick sqm 5,611.15

8.14.3.2 60 mm thick sqm 5,288.50

8.14.3.3 50 mm thick sqm 4,966.60

8.14.3.4 40 mm thick sqm 4,642.45

8.14.3.5 30 mm thick sqm 4,320.30

White sand stone - Exposed face machine cut and table rubbed with rough
8.14.4
backing.
8.14.4.1 70 mm thick sqm 7,239.15

8.14.4.2 60 mm thick sqm 6,916.50

8.14.4.3 50 mm thick sqm 6,594.60

8.14.4.4 40 mm thick sqm 6,270.45

 31

Item Code Description Unit Justified Rate

8.14.4.5 30 mm thick sqm 5,948.30

8.14.5 Gang saw cut stone

8.14.5.1 30mm thick White sand stone sqm 2,419.65

8.14.5.2 30mm thick Red sand stone sqm 2,317.20

kg 542.55
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
8.15
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.
each 32.65
Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing
8.16 adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse
sand), including making the necessary chases.
sqm 2,288.40
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
8.17
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 white cement mortar 1:2 (1
white cement : 2 stone dust) with an admixture of pigment to match the shade
of stone complete as per direction of Engineer-in-charge.

Stone work (machine cut edges Veneer work) for wall lining upto 10 m height,
backing filled with a grout of 12 mm thick cement mortar 1:3 (1 Cement : 3
8.18 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 1,993.25
sqm 125.55
Extra for stone work for wall lining on exterior walls of height more than 10 m
8.19
from ground level for every additional height of 3 m or part there of.

Providing and fixing dry cladding upto 10 metre heights with 30mm thick
gang saw cut stone with machine cut edges of uniform colour and size upto
lmxlm, fixed to structural steel frame work and/ or with the help of cramps,
8.20
pins etc. and sealing the ioints 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 2,158.20

8.20.2 White sand stone - 30mm thick gang saw cut stone sqm 2,260.65
 32

Item Code Description Unit Justified Rate

kg 194.75
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
8.21
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).

Providing and fixing adjustable stainless steel cramps of approved quality, each 320.75
required shape and size, adjustable with stainless steel nuts, bolts and washer
8.22 (total weight not less than 260 gms), for dry stone cladding fixed on frame
work at suitable location, including making necessary recesses in stone slab,
drilling required holes etc complete as per direction of the Engineer-in-charge.
Providing 50x50x50 mm 2nd class teak wood plugs including cutting brick work each 31.20
8.23 and fixing in cement mortar 1:3 (1 cement : 3 fine sand) and making good the
walls etc.
Providing and fixing expandable fasteners of specified size with necessary
8.24 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 16.75

8.24.2 32 mm long each 18.00

8.24.3 40 mm long each 21.50

8.24.4 50 mm long each 22.65

Providing and fixing 2nd class teak wood plain lining tongued and grooved,
8.25 including wooden plugs complete with necessary screws and priming coat on
unexposed surface.
8.25.1 40 mm thick sqm 5,395.35

8.25.2 25 mm thick sqm 3,588.35

8.25.3 20 mm thick sqm 2,906.30

8.25.4 12 mm thick sqm 1,942.55

Providing and fixing in wall lining flat pressed three layer (medium density)
particle board or graded wood Pre-laminated one side decorative lamination and
8.26
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 1,060.65

8.26.2 18 mm thick sqm 1,137.35

8.26.3 25 mm thick sqm 1,507.85

Providing and fixing specified wood frame work consisting of battens 50x25mm
8.27 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 1,45,256.65

Providing and fixing plywood 4 mm thick, one side decorative veneer

8.28 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 1,474.65

 33

Item Code Description Unit Justified Rate

Providing and fixing 4mm thick coir veneer board, ISI marked IS : 14842, plain sqm 1,391.05
8.29 lining with necessary screws, priming coat on unexposed surface etc.,
complete.
Providing and fixing skirting with Pre-laminated (one side decorative and other
side balancing lamination) flat pressed 3 layer or graded particle board
8.30 (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 1,500.55

8.30.2 25 mm thick sqm 1,871.05

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: sqm 947.65
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
8.31 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 3,884.15

(a) 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: 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 (c) 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. The
fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised
8.32 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.

9 WOOD AND P. V. C. WORK

Providing wood work in frames of doors, windows, clerestory windows and
other frames, wrought framed and fixed in position with hold fast lugs or with
9.1
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 1,15,377.20

9.1.2 Sal wood cum 93,799.15

9.1.3 Kiln seasoned and chemically treated hollock wood cum 65,566.95
 34

Item Code Description Unit Justified Rate

Providing laminated veneer lumber conforming to IS:14616 and TAD -15: 2001 cum 1,00,551.10
(Part B) in factory made frames of doors, windows, clerestory windows and
9.2 other frames, wrought framed and fixing in position with hold fast lugs or with
dash fasteners of required. dia & length (hold fast lugs or dash fastener shall be
paid for separately).
Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in
9.3
position with necessary stainless steel screws etc.
9.3.1 Sal wood cum 84,467.55

9.3.2 Kiln seasoned and chemically treated hollock wood cum 56,039.60

9.4 Extra for additional labour for circular works, such as in frames of fan light

9.4.1 Second class teak wood cum 11,537.70

9.4.2 Sal wood cum 9,379.90

9.4.3 Kiln seasoned and chemically treated hollock wood cum 6,556.90

Providing and fixing panelled or panelled and glazed shutters for doors,
windows and clerestory windows, fixing with butt hinges of required size with
9.5 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 3,266.60

9.5.1.2 30 mm thick shutters sqm 2,968.20

9.5.2 Kiln seasoned and chemically treated hollock wood

9.5.2.1 35 mm thick shutters sqm 2,231.35

9.5.2.2 30 mm thick shutters sqm 2,076.45

9.5.3 Kiln seasoned selected planks of sheesham wood

9.5.3.1 35 mm thick shutters sqm 2,879.95

9.5.3.2 30 mm thick shutters sqm 2,634.55

Providing and fixing 35 mm thick factory made laminated veneer lumber door
shutter conforming to IS : 14616 and TADS 15:2001 (Part 8), fixing with butt
9.6 hinges of required size with necessary screws, all complete as per directions of
Engineer- in-charge and panelling with panels of: (Note:- Butt hinges and
necessary screws shall be paid separately)
sqm 2,342.55
12 mm thick plain grade -1, medium density flat pressed three layer particle
9.6.1 board FPT - I or graded wood particle board FPT- I, IS : 3087 marked, bonded
with BWP type synthetic resin adhesive as per IS : 848 :

12 mm thick pre-laminated particle board (decorative lamination on both sides) sqm 2,458.70
grade -1, medium density flat pressed, three layer particle board FPT- I or
9.6.2 graded wood particle board FPT- I, conforming to IS : 3087, bonded with BWP
type synthetic resin adhesive as per IS : 848 and pre- laminated conforming to
IS : 12823, Grade 1, Type - II marked :

12 mm thick one side Pre-laminated particle board (decorative lamination on sqm 2,679.40
one side and other sides balancing lamination) grade -1, medium density
flat pressed, three layer particle board FPT - 1 or graded wood particle board rpi-
9.6.3
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 ll marked
:
Providing and fixing panelling or panelling and glazing in panelled or panelled
and glazed shutters for doors, windows and clerestory windows (Area of
9.7 opening for panel inserts excluding portion inside grooves or rebates to be
measured). Panelling for panelled ur panelled and glazed shutters 25 mm to 40
mm thick:
9.7.1 Second class teak wood sqm 2,681.15

9.7.2 Kiln seasoned and chemically treated hollock wood sqm 1,849.05

9.7.3 Ply wood 5 ply, 9 mm thick

 35

Item Code Description Unit Justified Rate

Decorative plywood both side decorative veneer (Type - I) conforming to IS sqm 2,132.55
9.7.3.1
1328 BWR type
Decorative plywood one side decorative veneer and commercial veneer on other sqm 2,162.10
9.7.3.2
face (Type 1) conforming to IS 1328 BWR Type
9.7.4 Ply wood 7 ply, 9 mm thick
Decorative plywood one side decorative veneer and commercial veneer on other sqm 2,309.95
9.7.4.1
face (Type 1) conforming to IS 1328 BWR Type
9.7.5 Particle Board 12 mm thick
Plain particle board flat pressed, 3 layer or graded wood particle board medium sqm 1,293.45
9.7.5.1
density Grade I, IS : 3087 marked
sqm 1,563.75
Veneered flat pressed three layer or graded wood particle board with
9.7.5.2
commercial veneering on both sides conforming to IS:3097, grade I
sqm 1,591.90
Pre-laminated particle board with decorative lamination on one side and
9.7.5.3
balancing lamination on other side, Grade I, Type II IS: 12823 marked
Pre-laminated particle board with decorative lamination on both sides, Grade I, sqm 1,577.85
9.7.5.4
Type II, IS:12823 marked
9.7.6 Coir Veneer Board (conforming to IS 14842)
9.7.6.1 12 mm thick sqm 1,767.90

9.7.7 Float glass panes

9.7.7.1 4 mm thick glass pane (weight not less than 10kg/sqm). sqm 1,702.95

9.7.7.2 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). sqm 1,992.95
Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and sqm 1,341.00
9.7.8
1.4rnm wide aperture with matching wood beading
Providing and fixing glazed shutters for doors, windows and clerestory windows
using 4 mm thick float glass panes, (weight not less than 10 kg per sqm) fixing
9.9
with ISI marked M.S. pressed butt hinges bright finished of required size with
necessary screws.
9.9.1 Second class teak wood
9.9.1.1 35 mm thick sqm 3,923.65

9.9.1.2 30 mm thick sqm 3,582.55

9.9.2 Kiln seasoned and chemically treated hollock wood

9.9.2.1 35 mm thick sqm 2,744.85

9.9.2.2 30 mm thick sqm 2,567.80

9.9.3 Kiln seasoned selected planks of sheesham wood

9.9.3.1 35 mm thick sqm 3,483.90

9.9.3.2 30 mm thick sqm 3,203.45

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
9.10 glass panes for doors, windows and clerestory windows, fixing with butt hinges
of required size with necessary screws, all as per directions of Engineer-in-
charge (Note:- Butt hinges and necessary screws shall be paid separately)

9.10.1 30 mm thick shutters sqm 2,342.55

Extra for providing heavy sheet float glass panes instead of ordinary float glass
9.11 in glazed doors, windows and clerestory window shutters. (Area of opening for
glass panes excluding portion inside rebate shall be measured)
5.0 mm thick (weight not less than 12.50 kg per sqm) instead of 4 mm thick. sqm 239.25
9.11.1
(weight not less than 10 kg per sqm)
sqm 128.95
Extra for providing frosted glass panes 4 mm thick (weight not less than 10 kg
per sqm) instead of ordinary float glass panes 4 mm thick (weight not less than
9.12
10 kg per sqm) in doors, windows and clerestory window shutters. (Area of
opening for glass panes excluding portion inside rebate shall be measured).
sqm 41.80
Deduct for providing pin headed glass panes instead of ordinary float glass
panes weighing 4 mm thick (weight not less than 10 kg per sqm) in doors,
9.13
windows and clerestory windows shutters (Area of opening for glass panes
excluding portion inside rebate shall be measured).
 36

Item Code Description Unit Justified Rate

Extra for providing 151 marked Stainless Steel butt hinges instead of M.S. sqm 127.75
9.14 pressed butt hinges bright finished of required size with necessary screws.
(Shutter area to be measured).
Deduct for not providing hinges in doors, windows or clerestory window
9.15
shutters with :
9.15.1 ISI marked Stainless steel butt hinges with stainless steel screws :
9.15.1.1 For 2nd class teak wood and other class of wood shutters sqm 175.85
ISI marked M.S. pressed butt hinges bright finished of required size with
9.15.2
necessary screws.
9.15.2.1 For 2nd class teak wood and other class of wood shutters sqm 48.05

9.16 Providing and fixing 25 mm thick shutters for cup board etc. :
9.16.1 Panelled or panelled & glazed shutters :
Second class teak wood including ISI marked anodised aluminium butt hinges sqm 3,507.15
9.16.1.1
with necessary screws
Second class teak wood including ISI marked nickel plated bright finished M.S. sqm 3,630.70
9.16.1.2
piano hinges with necessary screws
9.16.2 Glazed shutters :
Second class teak wood including ISI marked anodized aluminium butt hinges sqm 3,309.60
9.16.2.1
with necessary screws
Second class teak wood including ISI marked nickel plated bright finished M.S. sqm 3,344.45
9.16.2.2
piano hinges with necessary screws
Providing and fixing flat pressed 3 layer particle board medium density exterior
grade (Grade I) or graded wood particle board IS : 3087 marked, to frame,
9.17
backing or studding with screws etc. complete (Frames, backing or studding to
be paid separately):
9.17.1 12 mm thick sqm 583.10

9.17.2 18 mm thick sqm 758.45

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 11 exterior
9.18
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 950.65

9.18.2 25 mm thick sqm 1,308.05

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
9.20
hard wood and well matched teak 3 ply veneering with vertical grains or cross
bands and face veneers on both faces of shutters.
35 mm thick including ISI marked Stainless Steel butt hinges with necessary sqm 2,695.10
9.20.1
screws
30 mm thick including ISI marked Stainless Steel butt hinges with necessary sqm 2,462.80
9.20.2
screws
sqm 2,197.00
25 mm thick (for cupboard) including ISI marked nickel plated bright finished
9.20.3
M.S. Piano hinges IS : 3818 marked with necessary screws

Providing and fixing ISI marked flush door shutters conforming to IS : 2202
(Part I) non-decorative type, core of block board construction with frame of 1st
9.21
class hard wood and well matched commercial 3 ply veneering with vertical
grains or cross bands and face veneers on both faces of shutters:
35 mm thick including ISI marked Stainless Steel butt hinges with necessary sqm 1,765.90
9.21.1
screws
30 mm thick including ISI marked Stainless Steel butt hinges with necessary sqm 1,649.75
9.21.2
screws
25 mm thick (for cupboard) including ISI marked nickel plated bright finished sqm 1,604.65
9.21.3
M.S. piano hinges with necessary screws
Extra for Providing and fixing flush doors with decorative veneering instead of
9.22
non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I)

9.22.1 On one side only sqm 354.25

 37

Item Code Description Unit Justified Rate

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

9.24.1 Rectangular or square sqm 151.00

9.24.2 Circular sqm 156.80

Extra if louvers (not exceeding 0.2 sqm) are provided in flush door shutters
9.25
(overall area of door shutters to be measured).
9.25.1 Decorative type door sqm 307.80
Extra for cutting rebate in flush door shutters (Total area of the shutter to be sqm 81.30
9.26
measured).
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,
9.27
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 3,841.65

9.27.1.1.2 Kiln seasoned and chemically treated hollock wood sqm 2,798.05

9.27.1.1.3 Kiln seasoned selected class of sheesham wood sqm 3,451.95

9.27.1.2 With ISI marked stainless steel butt hinges of required size
9.27.1.2.1 Second class teak wood sqm 3,969.40

9.27.1.2.2 Kiln seasoned and chemically treated hollock wood sqm 2,925.80

9.27.1.2.3 Kiln seasoned selected class of sheesham wood sqm 3,579.70

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 3,420.50

9.27.2.1.2 Kiln seasoned and chemically treated hollock wood sqm 2,527.15

9.27.2.1.3 Kiln seasoned selected class of sheesham wood sqm 3,086.90

9.27.2.2 With 151 marked stainless steel butt hinges of required size
9.27.2.2.1 Second class teak wood sqm 3,548.30

9.27.2.2.2 Kiln seasoned and chemically treated hollock wood sqm 2,654.90

9.27.2.2.3 Kiln seasoned selected class of sheesham wood sqm 3,214.65

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
9.31
mm as per IS :1568, for doors, windows and clerestory windows, fixing with
butt hinges of required size with necessary screws, as per directions of Engineer-
in-charge: (Note:- Butt hinges and necessary screws shall be paid separately)

9.31.1 35 mm thick shutters sqm 2,342.55

9.31.2 30 mm thick shutters sqm 2,121.85

Providing and fixing wooden moulded beading to door and window frames with
9.40
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 175.95

9.40.1.2 50 x 20 mm metre 217.30

9.40.2 Kiln seasoned and chemically treated hollock wood

9.40.2.1 50x12 mm metre 146.70

9.40.2.2 50x20 mm metre 168.60

 38

Item Code Description Unit Justified Rate

Providing and fixing plain jaffri of 35x10 mm laths placed 35 mm apart (frames
9.41
to be paid separately), including fixing 50x12 mm beading complete with :

9.41.1 Second class teak wood sqm 2,323.55

Providing and fixing 18 mm thick, 150 mm wide pelmet of flat pressed three sqm 451.80
layer or graded plain wood particle board medium density grade i, ISI marked
and conforming to IS 1 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 (
9.42
heavy type) curtain rod with nickel plated brackets, including fixing with 25x3
mm MS. flat 10 cm long fixed to pelmet with hollock wood cleats of size 100
mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long
etc. all complete.

Providing and fixing 18 mm thick, 150 mm wide pelmet of coir veneer board ISI metre 551.65
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
9.43
brackets, including fixing with 25x3 mm M.S. Flat 10 cm long fixed to pelmet
with hollock wood cleats of size 100 mm x 40 mm x 40 mm on both inner side
of pelmet and rawl plugs 75 mm long etc. all complete.
Extra for using veneered particle board conforming to IS 3097 Grade I, in item
9.44
of pelmet 18mm thick 150mm wide.
9.44.1 Non decorative veneer on both sides metre 28.80

9.44.2 Particle board with decorative veneering on both sides metre 92.90

9.45 Providing and fixing teak wood lipping of size 25x3 mm in pelmet. metre 54.15

Providing and fixing chromium plated brass curtain rod having wall thickness of
9.46 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 238.65

9.46.2 20 mm dia metre 325.75

9.46.3 25 mm dia metre 418.70

Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated
9.47
brackets :
9.47.1 20 mm dia (heavy type) metre 132.50

9.47.2 25 mm dia (heavy type) metre 138.30

Providing and fixing M.S. grills of required pattern in frames of windows etc.
9.48 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 161.80

9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc. kg 176.25
sqm 1,115.95
Providing and fixing expanded metal 20x60 mm strands 3.25 mm wide and
9.49 1.6mm thick for windows etc. including 62 x19 mm beading of second class
teak wood and priming coat with approved steel primer all complete.
Providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not sqm 1,295.75
less than 7.75 Kg per sqm to window frames etc. including 62x19 mm beading
9.50
of second class teak wood and priming coat with approved steel primer all
complete.
Providing and fixing fly proof galvanized M.S. wire gauge to windows and
9.51 clerestory windows using wire gauge with average width of aperture 1.4 mm in
both directions with wire of dia 0.63 mm all complete.

9.51.1 With second class teak wood beading 62X19 mm sqm 1,017.40

9.51.2 With 12 mm mild steel U beading sqm 711.40

sqm 140.55
Deduct for fixing 75x25 mm hard drawn steel wire fabric of weight not less than
9.52 7.75 Kg per sqm in panelled and glazed door and window shutter instead of
glass sheet 4 mm thick (weight not less than 10 kg per sqm).
 39

Item Code Description Unit Justified Rate

each 172.70
Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame
with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement
9.53
concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6
graded stone aggregate 20mm nominal size).
Providing beams including hoisting, fixing in position and applying wood
9.54
preservative for the unexposed surfaces, etc. complete with
9.54.1 Sal wood cum 83,036.50

9.54.2 Hollock wood cum 54,241.90

Providing and fixing ISI marked IS : 1341 M.S. pressed butt hinges bright
9.55
finished with necessary screws etc. complete :
9.55.1 125x65x2.12 mm each 42.05

9.55.2 100x58x1.90 mm each 34.30

9.55.3 75x47x1.70 mm each 28.85

9.55.4 50x37x1.50 mm each 14.35

Providing and fixing ISI marked, IS : 1341, M.S. heavy weight bright finished
9.56
butt hinges with necessary screws etc. complete :
9.56.1 125x90x4.00 mm each 53.10

9.56.2 100x75x3.50 mm each 45.90

9.56.3 75x60x3.10 mm each 35.10

9.56.4 50x40x2.50 mm each 19.10

Providing and fixing ISI marked IS : 1341 oxidised M.S. pressed butt hinges
9.57
with necessary screws etc. complete. (copper oxidized as per IS: 1378)

9.57.1 125x65x2.12 mm each 41.20

9.57.2 100x58x1.90 mm each 35.65

9.57.3 75x47x1.70 mm each 30.15

9.57.4 50x37x1.50 mm each 14.90

Providing and fixing ISI marked IS : 1341 oxidised M.S. pressed Parliamentary
9.58
hinges with necessary screws etc. complete : (copper oxidized as per IS: 1378)

9.58.1 150x125x27x2.80 mm each 67.85

9.58.2 125x125x27x2.80 mm each 63.80

9.58.3 100x125x27x2.80 mm each 56.25

9.58.4 75x100x20x2.24 mm each 49.85

Providing and fixing ISI marked oxidised M.S. single acting spring hinges with
9.59
necessary screws etc. complete : (copper oxidized as per IS: 1378)

9.59.1 150 mm each 219.55

9.59.2 125 mm each 196.35

9.59.3 100 mm each 171.80

Providing and fixing ISI marked IS: 453 oxidised M.S. double acting spring
9.60
hinges with necessary screws etc. complete. (copper oxidized as per IS: 1378)

9.60.1 150 mm each 242.80

9.60.2 125 mm each 219.55

9.60.3 100 mm each 195.05

Providing M.S. Piano hinges ISI marked IS: 3818 finished with nickel chromium
9.61
plating grade I as per IS: 1068 and fixing with necessary screws etc., complete.

9.61.1 Overall width 35 mm metre 249.50

9.61.2 Overall width 50 mm metre 249.50

9.61.3 Overall width 65 mm metre 263.45

Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and
9.62
screws etc. complete : (copper oxidized as per IS: 1378)
 40

Item Code Description Unit Justified Rate

9.62.1 300x16 mm each 157.35

9.62.2 250x16 mm each 144.60

Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel
9.63
type) with necessary screws etc. complete : (copper oxidized as per IS: 1378)

9.63.1 250x10 mm each 65.05

9.63.2 200x10 mm each 53.25

9.63.3 150x10 mm each 46.30

9.63.4 100x10 mm each 34.15

Providing and fixing ISI marked 85x42 mm oxidised M.S. pull bolt lock each 94.90
9.64 conforming to IS : 7534 with necessary screws bolts, nut and washers etc.
complete. (copper oxidized as per IS: 1378)
Providing and fixing ISi marked oxidised M.S. door latches conforming to
9.65
IS:5930 with screws etc. complete : (copper oxidized as per IS: 1378)

9.65.1 300x20x6 mm each 71.80

9.65.2 250x20x6 mm each 60.20

Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992
9.66
with necessary screws etc. complete : (copper oxidized as per IS: 1378)

9.66.1 125 mm each 30.70

9.66.2 100 mm each 24.65

9.66.3 75 mm each 21.15

Providing and fixing oxidised M.S. hasp and staple (safety type) conforming to
9.67 IS : 363 with necessary screws etc. complete : (copper oxidized as per IS:
1378)
9.67.1 150 mm each 25.50

9.67.2 115 mm each 22.75

9.67.3 90 mm each 19.35

Providing and fixing oxidised M.S. casement stays (straight peg type) with
9.68
necessary screws etc. complete. (copper oxidized as per IS: 1378)

9.68.1 300 mm weighing not less than 330 grams each 51.70

9.68.2 250 mm weighing not less than 280 grams each 45.25

9.68.3 200 mm weighing not less than 240 grams each 39.45
each 77.45
Providing and fixing oxidised M.S. Safety chain with necessary fixtures for
9.69
doors, (weighting not less than 450 gms) and copper oxidized as per IS: 1378
Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless
9.70
steel screws etc. complete :
9.70.1 125x64x1.90 mm each 83.30

9.70.2 100X58X1.90 mm each 75.15

9.70.3 75x47x1.80 mm each 56.10

9.70.4 50x37x1.50 mm each 31.45

Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy
9.71
weight) with stainless steel screws etc. complete :
9.71.1 125x64x2.50 mm each 90.85

9.71.2 100x60x2.50 mm each 74.60

9.71.3 75x50x2.50 mm each 61.95

Providing and fixing bright finished brass butt hinges with necessary screws etc.
9.72
complete :
9.72.1 125x85x5.5 mm (heavy type) each 200.05

9.72.2 125x70x4 mm (ordinary type) each 138.05

9.72.3 100x85x5.5 mm (heavy type) each 153.85

9.72.4 100x70x4 mm (ordinary type) each 110.65

 41

Item Code Description Unit Justified Rate

9.72.5 75x65x4 mm (heavy type) each 129.35

9.72.6 75x40x2.5 mm (ordinary type) each 76.15

9.72.7 50x40x2.5 mm (ordinary type) each 30.90

Providing and fixing bright finished brass parliamentary hinges with necessary
9.73
screws etc. complete :
9.73.1 150x125x27x5 mm each 344.20

9.73.2 125x125x27x5 mm each 308.20

9.73.3 100x125x27x5 mm each 283.85

9.73.4 75x100x20x3.2 mm each 252.25

Providing and fixing bright finished brass tower bolts (barrel type) with
9.74
necessary screws etc. complete :
9.74.1 250x10 mm each 325.90

9.74.2 200x10 mm each 261.80

9.74.3 150x10 mm each 202.55

9.74.4 100x10 mm each 140.10

Providing and fixing bright finished brass door latch with necessary screws etc.
9.75
complete :
9.75.1 300x16x5 mm each 238.25

9.75.2 250x16x5 mm each 226.65

Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 each 643.75
9.76 levers and a pair of lever handles of approved quality with necessary screws
etc. complete.
Providing and fixing bright finished brass 100 mm mortice latch with one dead each 539.25
9.77 bolt and a pair of lever handles of approved quality with necessary screws etc.
complete.
Providing and fixing bright finished brass night latch of approved quality each 887.70
9.78
including necessary screws etc. complete.
Providing and fixing special quality bright finished brass cupboard or ward robe
9.79 locks with four levers of approved quality including necessary screws etc.
complete.
9.79.1 40 mm each 245.40

9.79.2 50 mm each 281.40

9.79.3 65 mm each 287.20

9.79.4 75 mm each 304.60

Providing and fixing 50 mm bright finished brass cup board or wardrobe knob of each 56.50
9.80
approved quality with necessary screws.
9.81 Providing and fixing bright finished brass handles with screws etc. complete:

9.81.1 125 mm each 178.60

9.81.2 100 mm each 165.35

9.81.3 75 mm each 130.50

Providing and fixing bright finished brass hanging type floor door stopper with each 95.45
9.82
necessary screws, etc. complete.
Providing and fixing aluminium die cast body tubular type universal hydraulic each 892.70
door closer (having brand logo with ISI, IS : 3564, embossed on the body, door
9.83
weight upto 35 kg and door width upto 700 mm), with necessary accessories
and screws etc. complete.
Providing and fixing aluminium extruded section body tubular type universal each 745.70
hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the
9.84 body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000
mm), with double speed adjustment with necessary accessories and screws etc.
complete.
Providing and fixing bright finished brass casement window fastener with each 67.15
9.85
necessary screws etc. complete.
Providing and fixing bright finished brass casement stays (straight peg type)
9.86
with necessary screws etc. complete :
9.86.1 300 mm weighing not less than 330 gms each 163.10

9.86.2 250 mm weighing not less than 280 gms each 131.05
 42

Item Code Description Unit Justified Rate

9.86.3 200 mm weighing not less than 240 gms each 125.20
Providing and fixing bright finished brass hasp and staple (safety type) with
9.87
necessary screws etc. complete :
9.87.1 150 mm each 103.70

9.87.2 115 mm each 94.00

9.87.3 90 mm each 82.95

Providing and fixing chromium plated brass 100 mm mortice latch and lock with each 725.10
9.88 6 levers and a pair of lever handles of approved quality with necessary screws
etc. complete.
Providing and fixing chromium plated brass night latch of approved quality each 759.90
9.89
including necessary screws etc. complete.
Providing and fixing special quality chromium plated brass cupboard locks with
9.90
six levers of approved quality including necessary screws etc. complete.

9.90.1 Size 40 mm each 252.35

9.90.2 Size 50 mm each 263.95

9.90.3 Size 65 mm each 294.15

9.90.4 Size 75 mm each 324.35

Providing and fixing chromium plated brass 50 mm cupboard or wardrobe knobs each 107.60
9.91
with nuts complete.
Providing and fixing chromium plated brass handles with necessary screws etc.
9.92
complete:
9.92.1 125 mm each 197.15

9.92.2 100 mm each 173.50

9.92.3 75 mm each 156.05

Providing and fixing chromium plated brass casement window fastener with each 123.15
9.93
necessary screws etc. complete.
Providing and fixing chromium plated brass casement stays (straight peg type)
9.94
with necessary screws etc. complete :
9.94.1 300 mm weighing not less than 330 gms each 181.20

9.94.2 250 mm weighing not less than 280 gms each 158.00

9.94.3 200 mm weighing not less than 240 gms each 134.75

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

9.95.1 125x75x4 mm each 121.60

9.95.2 125x63x4 mm each 102.20

9.95.3 100x75x4 mm each 94.10

9.95.4 100x63x4 mm each 86.05

9.95.5 100x63x3.2 mm each 79.80

9.95.6 75x63x4 mm each 69.95

9.95.7 75x63x3.2 mm each 64.25

9.95.8 75x45x3.2 mm each 60.75

Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic
9.96 coating not less than grade AC 10 as per IS : 1868), transparent or dyed to
required colour or shade, with nuts and screws etc. complete :

9.96.1 300x16 mm each 230.50

9.96.2 250x16 mm each 208.45

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

9.97.1 300x10 mm each 103.25

9.97.2 250x10 mm each 91.75

 43

Item Code Description Unit Justified Rate

9.97.3 200x10 mm each 79.95

9.97.4 150x10 mm each 66.30

9.97.5 100x10 mm each 51.65

Providing and fixing aluminium pull bolt lock, ISI marked, anodised (anodic each 78.65
coating not less than grade AC 10 as per IS : 1868) transparent or dyed to
9.98
required colour and shade, with necessary screws bolts, nut and washers etc.
complete.
Providing and fixing 50 cm long aluminium kicking plate of size 100x3.15 mm, each 185.45
anodised (anodic coating not less than grade AC 10 as per IS : 1868)
9.99
transparent or dyed to required colour or shade, with necessary screws etc.
complete.
Providing and fixing aluminium handles, ISI marked, anodised (anodic coating
9.100 not less than grade AC 10 as per IS : 1868) transparent or dyed to required
colour or shade, with necessary screws etc. complete :

9.100.1 125 mm each 52.70

9.100.2 100 mm each 46.75

9.100.3 75 mm each 40.70

Providing and fixing aluminium hanging floor door stopper, ISI marked,
anodised (anodic coating not less than grade AC 10 as per IS : 1868)
9.101
transparent or dyed to required colour and shade, with necessary screws etc.
complete.
9.101.1 Single rubber stopper each 31.10

9.101.2 Twin rubber stopper each 54.30

each 56.95
Providing and fixing aluminium casement stays, ISI marked, anodised (anodic
9.102 coating not less than grade AC 10 as per IS : 1868) transparent or dyed to
required colour and shade, with necessary screws etc. complete.
each 657.65
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
9.103
grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with
necessary screws etc. complete.
Providing and fixing aluminium tee channels (heavy duty) with rollers & stop metre 121.30
9.104
end in pelmets as curtain rod.

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
9.105
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 and direction of engineer in charge all complete.
 44

Item Code Description Unit Justified Rate

75 mm overall thickness partition with 12.5 mm thick double skin fire rated sqm 1,594.35
9.105.1 Glass Reinforced Gypsum (GRG) plaster board conforming to IS: 2095: part 3
(Board with BIS certification marks)
75mm overall thickness partition with 12.5 mm thick double skin tapered edged sqm 1,362.05
9.105.2 plain Gypsum plaster board conforming to IS: 2095: (part I): 2011 (Board with
BIS certification marks)
sqm 1,664.05
66mm overall thickness Partition with 8mm thick double skin Calcium Silicate
Board made with Calcareous & Siliceous materials reinforced with cellulose fiber
9.105.3
manufactured through autoclaving process with Compressive Strength 225
kg/sq.cm, Bending Strength 100 kg./ sq.cm
sqm 1,548.35
66mm overall thickness partition using 8mm thick, double skin
multipurpose cement board, Type-B, Category-III as per IS : 14862:2000
9.105.4
reinforced with cellulose fibre manufactured through autoclaving process (High
pressure steam cured) with suitable fibre cement screws
66 mm overall thickness partition using 8 mm thick double skin multipurpose sqm 1,536.30
9.105.5 cement bonded wood particle board manufactured as per IS: 14276 with
suitable cement bonded board screws
9.106 Providing and fixing PTMT handles with necessary screws etc. complete.

9.106.1 125x34x24 mm weighing not less than 23 gms each 30.90

9.106.2 150x34x24 mm weighing not less than 26 gms each 30.90

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 each 56.00
9.107.1
than 34 gms
100x75x10 mm fitted with 5.5 mm dia MS Bright Bar Rod weighing not less each 66.80
9.107.2
than 53 gms
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 51.30

9.108.2 202x42x18 mm weighing not less than 78 gms each 80.75

Providing and fixing PTMT door catcher of length 72 mm and dia. of 42 mm with each 30.15
9.109
suitable washers weighing not less than 33 gms
Providing and fixing Bamboo jaffery/ fencing consisting of superior quality sqm 524.65
25mm dia (Average) half cut bamboo placed vertically and fixed together with
9.110 three numbers horizontal running members of hollock wood in scantling of
section 50X25 mm, fixed with nails and G.} wire on existing support complete
as per direction of Engineer-in-charge.

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

9.111.1 50x50 mm (base and height) metre 283.15

Providing and fixing 2nd class teak wood lipping/ moulded beading or taj metre 75.05
beading of size 18X5 mm fixed with wooden adhesive of approved quality and
9.112
screws/nails on the edges of the Pre-laminated particle board as per direction of
Engineer-in-charge.
each 638.35
Providing and fixing bright finished 100 mm mortice lock with 6 levers without
9.113 pair of handles of approved quality for aluminium door, with necessary screws
etc complete as per direction of Engineer- in-charge.

Providing and fixing magnetic catcher of approved quality in cupboard / ward

9.114
robe shutters, including fixing with necessary screws etc. complete.

9.114.1 Triple strip vertical type each 38.95

9.114.2 Double strip (horizontal type) each 29.65

one set 308.20
Providing and fixing powder coated telescopic drawer channels 300 mm long
9.115
with necessary screws etc. complete as per directions of Engineer- in-charge.
 45

Item Code Description Unit Justified Rate

each 15.35
Providing and fixing sliding arrangement in racks/ cupboards/cabinets shutter
9.116 by with stainless steel rollers to run inside C or E aluminium channel section
(The payment of C or E channel shall be made separately)

Providing and fixing factory made uPVC door frame made of uPVC extruded
sections having an overall dimension as below (tolerance ±1mm), with wall
thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with
galvanized brackets and stainless steel screws, joints mitred and Plastic welded.
9.117
The hinge side vertical of the frames reinforced by galvanized M.S. tube of size
19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel
hinges fixed to the frame complete as per manufacturer’s specification and
direction of Engineer-in-charge
9.117.1 Extruded section profile size 48x40 mm metre 203.80

9.117.2 Extruded section profile size 42x50 mm metre 245.60

9.118 Providing and fixing to existing door frames.

sqm 1,565.25
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
9.118.1 section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the
shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame
filled with a uPVC multi-chambered single panel of size not less than 620 mm,
having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The
panels filled vertically and tie bar at two places by inserting horizontally 6 mm
galvanised M.S. rod and fastened with nuts and washers, complete as per
manufacturer's specification and direction of Engineer-in-charge. (For W.C. and
bathroom door shutter).

sqm 1,754.45
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
9.118.2 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm (± 0.2 mm)
wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S.
'U' cleats.The shutter frame filled with a uPVC multi-chambered single panel of
size not less than 620 mm, having over all thickness of 20 mm and 1 mm (±
0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by
inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and
washers, complete as per manufacturer's specification and direction of Engineer-
in-charge.

sqm 2,278.45
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
9.118.3
door shutter should be filled with High Density Polyurethane foam. The Top &
Bottom edges of the shutter are covered with an end-cap of the size 25 mm X
11 mm. Door shutter shall be reinforced with special polymeric reinforcements
as per manufacturer’s specification and direction of Engineer-in-charge to take
up necessary hardware and fixtures. Stickers indicating the locations of
hardware will be pasted at appropriate places
 46

Item Code Description Unit Justified Rate

Providing and fixing factory made P.V.C. door frame of size 50x47 mm with metre 356.30
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
9.119
mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be
provided through out the frame. The door frame to be fixed to the wall using
M.S. screws of 65/100 mm size, complete as per manufacturer’s specification
and direction of Engineer- in-Charge.

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

9.120.1 30 mm thick plain PVC door shutters sqm 2,142.10

9.120.2 30 mm thick pre laminated PVC door shutters sqm 2,142.10

Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross- metre 611.85
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
9.121 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 bottom to steady the frame.

9.122 Providing and fixing to existing door frames.

30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of sqm 3,046.35
required colour and approved brand and manufacture, made with fire -
retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP
9.122.1 laminate for forming hollow rails and styles, with wooden frame and suitable
blocks of seasoned wood inside at required places for fixing of fittings, cast
monolithically with 5 mm thick FRP laminate for panels conforming to IS:
14856, including fixing to frames.

30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different sqm 3,451.75
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
9.122.2
(PUF)/Polystyrene foam to be used as filler material throughout the hollow
panel, casted monolithically with testing parameters of F.R.P. laminate
conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-
charge.
 47

Item Code Description Unit Justified Rate

metre 507.90
Providing and fixing factory made door frame (single rebate) made out
of solid foam PVC extruded profile of minimum 60mm width and minimum
30 mm thickness, having homogenous fine cellular structure and integral
smooth outer skin. The frame's vertical and horizontal members to be
mitered cut and joined
together with PVC solvent adhesive / cement and both corners
strengthened with fully threaded steel screws (of required size) fixed
9.123
diagonally. The door frame is to be fixed to door jambs using 6 Nos. SS
304 grade minimum 8 mm dia CSK Phillips stainless steel self tapping
screws/fasteners with PA6 grade polyamide sleeves both of required
size, and gap if any between the door frame and the jamb must be filled
with clear silicon, complete as per direction of the Engineer-in-
Charge.

Providing PVC molding / architrave for door frame made up of extruded solid Metre 21.75
foam PVC profile having homogenous fine cellular structure with smooth
outer integral skin, minimum 30 mm width and minimum 12mm thick
suitable for fixing to frame. The molding shall be snap fitted in the groove
provided in the frame & fixed with PVC solvent adhesive / cement and
9.123A
self tapping
screws (of required size) complete as per direction of Engineer-in-
Charge.

Providing and fixing factory made PVC door shutter made of solid foam PVC
profiles of thikness 5mm and 15mm at edges integrally extruded for vertical
style and horizontal (top/ bottom/ lock) rails of minimum cross section of
70mmx 28mm, of shape and design as per manufacturer's specifcations
having homogenous fne cellular structure and smooth integral outer skin,
inserted with G.I. 'C section/ rectangular tube profile of minimum 0.30mm
thickness with 120 gsm coating as stiffeners as per manufacturer's
specifications Mitred cut joints for styles and rails provided with telescopic
polymeric 'L' corners are jointed together using solvent adhesive and
strenghtened with fully threaded stainless steel screws (of required size)
9.124
through reinforced stitfener with paneling of specified solid foam PVC board/
high pressure laminate of required thickness and of approved design and shade
(matching the styles and rails), secured within styles and rails with
specially designed solid foam PVC moulded beadings of required size using
PVC solvent adhesive/ cement. The fnished door shutter including SS hardware,
1 no. ss sliding bolt 200 x 10mm, 1 no. SS tower bolt 200 x 10mm and 2 nos.
SS handles 125mm, shall be fxed to frame with 3 nos. stainless steel hinges of
minimum size 100x58x1.9mm and stainless steel screws of required size
complete as per direction of the Engineer-in- Charge. (Cost of above hardware
is inclusive in rates)

sqm 2,875.95
5mm thick solid foam PVC panel of required size with moulded/ extruded
beading of appropriate design shape and size as per manufacturer's
9.124.1
specifications ( to secure the panel insert tight in place within the style and rails
of shutter) matching the color and shade of shutter frame. Non decorative type.
sqm 2,992.10
5mm thick solid foam PVC panel of required size with moulded/ extruded
beading of appropriate design shape and size as per manufacturer's
9.124.2
specifications ( to secure the panel insert tight in place within the style and rails
of shutter) matching the color and shade of shutter frame. Decorative type.
sqm 552.95
3mm thick high pressure laminate. (decorative type) with moulded/ extruded
beading of appropriate design shape and size as per manufacturers
9.124.3
specifications ( to secure the panel insert tight in place within the style and rails
of shutter) matching the color and shade of shutter frame Non decorative type
 48

Item Code Description Unit Justified Rate

sqm 1,165.05
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.
Providing and fixing 12 mm thick panelling or panelling and glazing in panelled
or panelled and glazed shutters for doors, windows and clerestory windows
9.126 (area of opening for panel inserts excluding portion inside grooves or
rebates to be measured). Panelling for panelled or panelled and glazed
shutters 25 mm to 40 mm thick.
9.126.1 Marine plywood conforming to IS: 710 sqm 1,901.65

9.126.2 Fire retardant plywood conforming to IS: 5509 sqm 2,108.60

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

9.127.1 1.5 mm thick sqm 782.90

9.127.2 1.0 mm thick sqm 673.00

sqm 4,255.15
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
9.128 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 payment).

sqm 1,746.30
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
9.129
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, complete as per direction of the Engineer-in-Charge

Providing and fixing cup board shutters with 25 mm thick veneered particle
board IS : 3097 marked, exterior grade (Grade I), of approved make, including
9.130 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-Charge.
sqm 1,473.35
9.130.1 With decorative veneering on one side and commercial veneering on other side

9.130.2 With non decorative veneering on both sides sqm 1,386.25

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
9.131 with aluminium 'U' type edge beading all- round the shutter, including fixing
with angle cleat, grip strip, cadmium plated steel screws, including fixing of
aluminium hinges 100x63x4 mm etc. complete as per architectural drawing and
direction of Engineer-in- Charge (Cost of 'U' beading and hinges will be paid for
separately).
9.131.1 25 mm thick sqm 1,357.45
Providing and fixing aluminum U beading of required size to Pre-laminated/ kg 460.35
9.132 flush door shutter, including fixing etc. complete as per direction of Engineer-in-
charge.
 49

Item Code Description Unit Justified Rate

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 ram 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
9.133 mm. Perimeter channel is fixed on the floor and the ceiling with the nylon
sleeves @ 610 mm C/C with fully threaded self-tapping dry wall screws. Board
is fixed to the 'W' profile with 25 mm countersunk ribbed head screws @ 200
mm C/C., all complete as per the drawing & directions of engineer-in-charge,
the joints of the boards are finished with specially formulated jointing
compound and 48mm wide jointing tape to provide seamless finish,

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

9.133.1.1 10mm thick sqm 1,338.95

9.133.2 Multipurpose cement board reinforced with suitable fibre cement screw.
sqm 1,083.35
9.133.2.1 8 mm thick cement fibre board, Type- B, Category- Ill as per IS : 14862:2000

9.133.2.2 8 mm thick Cement bonded wood particle board as per IS:14276 sqm 1,076.95
Plain Gypsum plaster board conforming to IS: 2095 Part - 1:2011 (Board with
9.133.3
BIS certification marks)
9.133.3.1 12.5 mm thick sqm 981.10

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

9.134.1 35 mm thick shutters

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

9.134.1.1.1 Second class teak wood sqm 3,965.25

9.134.1.1.2 Kiln seasoned and chemically treated hollock wood sqm 2,921.65

9.134.1.1.3 Kiln seasoned selected class of sheesham wood sqm 3,575.55

9.134.1.2 With ISI marked stainless steel butt hinges of required size
9.134.1.2.1 Second class teak wood sqm 4,093.00

9.134.1.2.2 Kiln seasoned and chemically treated hollock wood sqm 3,049.40

9.134.1.2.3 Kiln seasoned selected class of sheesham wood sqm 3,703.30

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 3,544.10

9.134.2.1.2 Kiln seasoned and chemically treated hollock wood sqm 2,650.75

9.134.2.1.3 Kiln seasoned selected class of sheesham wood sqm 3,210.50

9.134.2.2 With ISI marked stainless steel butt hinges of required size
9.134.2.2.1 Second class teak wood sqm 3,671.85

9.134.2.2.2 Kiln seasoned and chemically treated hollock wood sqm 2,778.50

9.134.2.2.3 Kiln seasoned selected class of sheesham wood sqm 3,338.25

Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows
9.135 and clerestory windows using wire gauge with average width of aperture 1.4
mm in both directions with wire of dia. 0.50 mm all complete.

9.135.1 With 2nd class teak wood beading 62X19 mm sqm 1,225.15

9.135.2 With 12 mm mild steel U beading sqm 919.15

 50

Item Code Description Unit Justified Rate

Providing and fixing fire resistant door frame of section 143 x 57 mm having metre 1,269.85
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
9.136
seal strip of size 10x4 mm (minimum) alround the frame and fixing with dash
fastener of approved size and make, including applying a coat of approved
brand fire resistant primer etc. complete as per direction of Engineer-in-charge
(Dash fastener to be paid for separately).

Providing and fixing 50 mm thick glazed fire resistant door shutters of 60 sqm 5,595.05
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
9.137 200 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 separately).
sqm 31,236.95
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
9.138
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
than 1100x2200 mm (w x h) or 2.42 sqm.

each 6,218.95
Providing and fixing panic bar / latch (Double point) fitted with a single body,
9.139 Trim Latch & Lock on back side of the Panic Latch of reputed brand and
manufacture to be approved by the Engineer- in- charge, all complete.
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
9.140
frame work, complete as per direction of Engineer-in- charge (Frame work shall
be paid for separately).
9.140.1 12mm thick commercial ply conforming to IS : 1328 BWR type sqm 950.60
metre 403.20
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
9.141
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 -in- charge.
 51

Item Code Description Unit Justified Rate

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
9.142
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 manufacturer's specification
and direction of Engineer-in-charge.

9.142.1 Non decorative finish (matt finish) sqm 3,020.70

9.142.2 Decorative finish (wood grained finish) sqm 3,499.25

Providing and Fixing factory made uPVC door frame, made of uPVC exturded metre 475.60
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
9.143 profile of Size 28 mm x 30 mm having wall thickness 2 mm (±0.2 mm),
including providing & fixing 3 nos of 125 mm long stainless steel hinges to the
frame, fixing the frame with jamb with required number & size of anchor dash
fastners, all complete as per manufacturer's specification and direction of
Engineer-in-charge.
sqm 3,183.30
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
9.144 by inserting PVC profile of size 28 mm x 30 mm, with wall thickness 2 mm ( ±
0.2 mm). Lockrail of size 100 mm x 37 mm, wall thickness 2 mm (+ 0.2 mm)
will be fixed to the vertical styles. Providing with PVC snapfit beads and panel of
size 100 mm x 20 mm, and inserting 2 nos tie bar of 6 mm dia and fastening
with nuts and washers complete, all as per manufacturer's specification and
direction of Engineer-in-charge.

metre 532.50
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
9.145
Frame and PVC reinforcement profile to be mitred cut, jointed and fusion
welded together, including providing and fixing 3 nos of 125 mm long stainless
steel hinges to frame, fixing the frame with jamb with required nos & sizes of
anchor dash fastener, all complete as per manufacturer's specification and
direction of engineer-in-charge.
 52

Item Code Description Unit Justified Rate

sqm 3,443.45
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
9.146 vertical style to be reinforced with PVC profile reinforcement in full length.
Printed and laminated PVC lock rail of size 110 mm x 37 mm having wall
thickness 2 mm (± 0.2 mm) to be welded horizontally with the vertical styles
after inserting PVC profile reinforcement as in styles and rails, providing with
PVC snap fit beading, panels of 100 x 20 mm printed & laminated and inserting
2 nos 6 mm dia bright steel rod horizontally with both side threaded and
tightened with check nuts and washers complete, all as per manufacturer's
specification and direction of engineer-in-charge.

Providing and fixing factory made uPVC glazed/ wire mesh windows/ doors
comprising of lead free uPVC multi- chambered frame, sash and mullion/
coupler (wherever required) extruded profiles having minimum wall thickness
of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4
profiles conforming to EN: 12608 in any shape, colour and design duly
reinforced with galvanized mild steel section made of required shape & size as
per CPWD Specification, uPVC extruded glazing beads, interlocks and
Inline sash adaptor (whereever required) of appropriate dimension, EPDM
gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia. with
countersunk head, comprising of matching polyamide PA6 grade sleeve for
fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers,
plastic caps and necessary stainless steel screws etc. Profile of frame, sash
& mullion (if required) shall be mitred cut and fusion welded/
9.147
mechanically jointed duly sealed at all corners, including drilling of holes for
fixing hardware and drainage of water etc. After fixing frame the gap between
frame and adjacent finished wall shall be filled with weather proof silicon
sealant over backer rod of approved size and quality, all complete as per
approved drawing conforming to CPWD specification & direction of Engineer-
in-Charge. Section of steel reinforcement and cross sections of uPVC
profiles to be as per design approved by Engineer-in-Charge. Wire mesh/
Glazing of plain/ toughened/ laminated/ double glass unit with/ without high
performance coatings as per design requirements and conforming to IS:
3548 & IS: 16231 shall be paid separately. Note:- Structural design proof
checked from a Government Engineering Institute, to be provided by the
manufacturer for : (iii) Sites with basic wind speed > 45 m/sec as per IS 875 -
Part 3 (iv) Sites with structure height more than 20m for all wind speeds.

Two track two panels sliding window with Aluminium channel for roller
9.147.A1
track, wool pile, nylon rollers with SS 304 body.
Using R2 series with frame (40mm & above) x (40mm & above) & sash (25mm sqm 6,526.30
9.147.A1.1 & above) x (50mm & above) with zinc alloy (zamak) powder coated touch locks
with hook (Height upto 1.2 meter).
sqm 4,343.90
Using R3 series with frame (55mm & above) x (40mm & above) & sash (30mm
9.147.A1.2 & above) x (55mm & above) with zinc alloy (zamak) powder coated handle on
every panel along with multi-point locking system (Height upto 1.8m).
sqm 7,545.60
Using R4 series with frame (64mm & above) x (45mm & above) & sash (44mm
9.147.A1.3 & above) x (55mm & above) with zinc alloy (zamak) powder coated handle on
every panel along with multi- point locking system (Height above 1.8m).

Two track two panels sliding door with Aluminium channel for roller track, wool
9.147.B1 pile, zinc alloy (zamak) powder coated handle on every panel along with multi-
point locking system, adjustable nylon rollers with SS 304 body.
Using R3 series with frame (55mm & above) x (40mm & above) & sash (30mm sqm 3,549.65
9.147.B1.1
& above) x (74mm & above). (Height upto 2.5 meter).
 53

Item Code Description Unit Justified Rate

sqm 5,621.25
Using R4 series with frame (64mm & above) x (45mm & above) & sash (44mm
9.147.B1.2
& above) x (85mm & above). (Height above 2.5 meter).

9.147.C1 Fixed window/ ventilator without mullion/ transom.

Using R1 series with frame (33mm & above) x (35mm & above). (Height upto sqm 4,401.05
9.147.C1.1
0.90 meter)
Using R2 series with frame (39mm & above) x (39mm & above). (Height upto sqm 6,326.05
9.147.C1.2
1.2 meter)
Using R3 series with frame (55mm & above) x (45mm & above). (Height upto sqm 3,405.65
9.147.C1.3
2.5 meter)
Using R4 series with frame (64mm & above) x (50mm & above). (Height above sqm 4,408.25
9.147.C1.4
2.5 meter)
Ventilator Casement window single panel with or without fixed panel with S.S.
9.147.D1 304 friction hinges as per size and weight of sash, single point locking zinc
alloy (zamak) powder coated handles.
sqm 6,364.45
Using R1 series with frame (33mm & above) x (35mm & above) & sash
9.147.D1.1
/mullion (33mm & above) x (50 mm & above). (Height upto 0.90 meter).
sqm 9,881.35
Using R2 series with frame (39mm & above) x (39mm & above) & sash/ mullion
9.147.D1.2
(39mm & above) x (60mm & above). (Height upto 1.2 meter)
sqm 4,683.70
Using R3 series with frame (55mm & above) x (45mm & above) & sash /mullion
9.147.D1.3
(55mm & above) x (65mm & above). (Height above 1.2 meter)
Casement window single panel with S.S. 304 friction hinges as per size and
9.147.E1 weight of sash, multi-point locking system, zinc alloy (zamak) powder coated
handles.
Using R2 series with frame (39mm & above) x (39mm & above) & sash (39mm sqm 11,898.40
9.147.E1.1
& above) x (60mm & above). (Height upto 1.2 meter)
Using R3 series with frame (55mm & above) x (45mm & above) & sash (55mm sqm 6,377.90
9.147.E1.2
& above) x (65mm & above). (Height upto 1.8 meter)
sqm 10,932.05
Using R4 series with frame (64mm & above) x (50mm & above) & sash (64mm
9.147.E1.3
& above) x (70mm & above). (Height above 1.8 meter)
Casement door single panel with zinc alloy (zamak) 3D hinges, multi-point
9.147.F1 locking system with cylinder, zinc alloy (zamak) powder coated handles on both
sides.
Using R3 series with frame (55mm & above) x (50mm & above) & sash (55mm sqm 5,692.10
9.147.F1.1
& above) x (85mm & above) (Height upto 2.5 meter).
sqm 9,024.40
Using R4 series with frame (64mm & above) x (55mm & above) & sash
9.147.F1.2
(64mm & above) x (100mm & above). (Height above 2.5 meter).

Two track four panels sliding windows with Aluminium channel for roller
9.147.A2 track, wool pile, zinc alloy (zamak) powder coated handle on three panels along
with multi-point locking system, nylon rollers with SS 304 body.
Using R3 series with frame (55mm & above) x (40mm & above) & sash (30mm sqm 3,759.30
9.147.A2.1
& above) x (55mm & above) (Height upto 1.8m).
Using R4 series with frame (64mm & above) x (45mm & above) & sash (44mm sqm 6,687.65
9.147.A2.2
& above) x (55mm & above) (Height above 1.8m).
Two track four panels sliding door with Aluminium channel for roller track, wool
9.147.B2 pile, zinc alloy (zamak) powder coated handle on three panels along with
multi-point locking system, adjustable nylon rollers with SS 304 body.
Using R3 series with frame (55mm & above) x (40mm & above) & sash (30mm sqm 3,202.95
9.147.B2.1
& above) x (74mm & above). (Height upto 2.5 meter).
sqm 5,225.10
Using R4 series with frame (64mm & above) x (45mm & above) & sash (44mm
9.147.B2.2
& above) x (85mm & above). (Height above 2.5 meter).

9.147.C2 Fixed window/ ventilator with mullion/ transom.

sqm 4,558.70
Using R1 series with frame (33mm & above) x (35mm & above) & mullion
9.147.C2.1
(33mm & above) x (50mm & above). (Height upto 0.90 meter)
sqm 6,903.75
Using R2 series with frame (39mm & above) x (39mm & above) & mullion
9.147.C2.2
(39mm & above) x (60mm & above). (Height upto 1.2 meter)
 54

Item Code Description Unit Justified Rate

sqm 3,503.35
Using R3 series with frame (55mm & above) x (45mm & above) & mullion
9.147.C2.3
(55mm & above) x (65mm & above). (Height upto 2.5 meter)
sqm 4,766.25
Using R4 series with frame (64mm & above) x (50mm & above) & mullion
9.147.C2.4
(64mm & above) x (70mm & above). (Height above 2.5 meter)
Casement window double panels with fixed mullion with S.S. 304 friction
9.147.E2 hinges as per size and weight of sash, multi- point locking system, zinc alloy
(zamak) powder coated handles.
Using R2 series with frame (39mm & above) x (39mm & above) & sash sqm 10,800.05
9.147.E2.1 (39mm & above) x (60mm & above) & mullion (39mm & above) x (60mm
& above). (Height upto
Using R3 series with frame (55mm & above) x (45mm & above) & sash sqm 5,770.00
9.147.E2.2 (55mm & above) x (65mm & above) & mullion (55mm & above) x (65mm
& above). (Height upto 1.8 meter).
Using R4 series with frame (64mm & above) x (50mm & above) & sash sqm 10,088.85
9.147.E2.3 (64mm & above) x (70mm & above) & mullion (64mm & above) x (70mm
& above). (Height above 1.8 meter).
Casement door double panel with French (False) Mullion with zinc alloy
9.147.F2 (zamak) 3D hinges, multi-point locking system with cylinder, zinc alloy
(zamak) powder coated handles on both sides.
sqm 5,376.65
Using R3 series with frame (55mm & above) x (50mm & above) & sash
9.147.F2.1 (55mm & above) x (85mm & above) & French (False) mullion (55mm &
above) x (60mm & above). (Height upto 2.5 meter).
sqm 8,256.80
Using R4 series with frame (64mm & above) x (55mm & above) & sash
9.147.F2.2 (64mm & above) x (100mm & above) & French (False) mullion (64mm &
above) x (60mm & above). (Height above 2.5 meter).
Two and half track three panels sliding window with two glazed & one wire
9.147.A3 mesh panels with Aluminium channel for roller track, wool pile, nylon rollers
with SS 304 body.
Using R2 series with frame (65mm & above) x (40mm & above) & glazed sash sqm 6,090.45
(25mm & above) x (50mm & above) & fly screen sash (18mm & above) x
9.147.A3.1
(40mm & above) with zinc alloy (zamak) powder coated touch locks with
hook (Height upto 1.2 meter).
sqm 4,859.25
Using R3 series with frame (85mm & above) x (40mm & above) & glazed sash
9.147.A3.2 (30mm & above) x (55mm & above) & fly screen sash (20mm & above) x
(50mm & above) with zinc alloy (zamak) powder coated handle on every glazed

Three track three panels sliding door with two glazed & one wire mesh panels
with Aluminium channel for roller track, wool pile, zinc alloy (zamak) powder
9.147.B3
coated handle on two panels along with multi-point locking system,
adjustable nylon rollers with SS 304 body.
Using R3 series with frame (98mm & above) x (40mm & above) & both glazed sqm 4,047.55
9.147.B3.1 and fly screen sash (30mm & above) x (74mm & above). (Height upto 2.5
meter).
Using R4 series with frame (115mm & above) x (45mm & above) & both glazed sqm 7,170.20
9.147.B3.2 and fly screen sash (44mm & above) x (85mm & above). (Height above 2.5
meter).
Casement window double panels with French (False) Mullion with S.S. 304
9.147.E3 friction hinges as per size and weight of sash, multi-point locking system,
zinc alloy (zamak) powder coated handles.
sqm 9,226.35
Using R2 series with frame (39mm & above) x (39mm & above) & sash
9.147.E3.1 (39mm & above) x (60mm & above) & French (False) mullion (39mm &
above) x (60mm & above). (Height upto 1.2 meter).
sqm 4,895.95
Using R3 series with frame (55mm & above) x (45mm & above) & sash
9.147.E3.2 (55mm & above) x (65mm & above) & French (False) mullion (55mm &
above) x (60mm & above). (Height upto 1.8 meter).
sqm 8,820.15
Using R4 series with frame (64mm & above) x (50mm & above) & sash
9.147.E3.3 (64mm & above) x (70mm & above) & French (False) mullion (64mm &
above) x (60mm & above). (Height above 1.8 meter).
 55

Item Code Description Unit Justified Rate

Casement Door with Double Rebate Frame with one Side Hung Glazed Panel
and one Side Hung wire mesh Panel with zinc alloy (zamak) 3D hinges,
multi-point locking system with cylinder, zinc alloy (zamak) powder
9.147.F3
coated handles on both sides of glazed panel and zinc alloy (Zamak)
powder coated handle along with multi-point locking system on one side of
fly screen panel.
Using R3 series with frame (110mm & above) x (45mm & above) & glazed sash sqm 8,211.85
9.147.F3.1 (55mm & above) x (85mm & above) & fly screen sash (55mm & above) x
(65mm & above). (Height upto 2.5 meter).
Three track three panels sliding window with two glazed & one wire mesh
9.147.A4 panels with Aluminium channel for roller track, wool pile, nylon rollers with SS
304 body.
sqm 8,429.30
Using R2 series with frame (70mm & above) x (40mm & above) & both glazed
9.147.A4.1 and fly screen sash (25mm & above) x (50mm & above) with zinc alloy (zamak)
powder coated touch locks with hook. (Height upto 1.2 meter).
sqm 4,908.25
Using R3 series with frame (98mm & above) x (40mm & above) & both glazed
and fly screen sash (30mm & above) x (55mm & above) with zinc alloy (zamak)
9.147.A4.2
powder coated handle on every glazed panel along with multi-point locking
system. (Height upto 1.8m).
sqm 9,596.85
Using R4 series with frame (115mm & above) x (45mm & above) & both glazed
and fly screen sash (44mm & above) x (55mm & above) with zinc alloy (zamak)
9.147.A4.3
powder coated handle on every glazed panel along with multi-point locking
system. (Height above 1.8m)

Three track three panels sliding door with Aluminium channel for roller
9.147.B4 track, wool pile, zinc alloy (zamak) powder coated handle on two panels along
with multi-point locking system, adjustable nylon rollers with SS 304 body.
sqm 3,471.05
Using R3 series with frame (98mm & above) x (40mm & above) & sash (30mm
9.147.B4.1
& above) x (74mm & above). (Height upto 2.5 meter).
sqm 5,758.25
Using R4 series with frame (115mm & above) x (45mm & above) & sash
9.147.B4.2
(44mm & above) x (85mm & above). (Height above 2.5 meter).

Casement cum fixed panel window having one single casement panel &
9.147.E4 one fixed panel with S.S 304 friction hinges as per size and weight of sash,
multi-point locking system, zinc alloy (zamak) powder coated handles.
sqm 8,002.50
Using R2 series with frame (39mm & above) x (39mm & above) & sash
9.147.E4.1 (39mm & above) x (60mm & above) & mullion (39mm & above) x (60mm
& above). (Height upto 1.2 meter; each openable shutter upto 0.8m width)
sqm 4,282.10
Using R3 series with frame (55mm & above) x (45mm & above) & sash
9.147.E4.2 (55mm & above) x (65mm & above) & mullion (55mm & above) x (65mm
& above). (Height upto 1.8 meter; each openable shutter upto 0.8m width)
sqm 7,577.85
Using R4 series with frame (64mm & above) x (50mm & above) & sash
9.147.E4.3 (64mm & above) x (70mm & above) & mullion (64mm & above) x (70mm
& above). (Height above 1.8 meter; each openable shutter upto 0.8m width)
Three track three panels sliding window with Aluminium channel for roller
9.147.A5
track, wool pile, nylon rollers with SS 304 body.
Using R2 series with frame (70mm & above) x (40mm & above) & sash (25mm sqm 6,670.15
9.147.A5.1 & above) x (50mm & above) with zinc alloy (zamak) powder coated touch locks
with hook. (Height upto 1.2 meter).
Using R3 series with frame (98mm & above) x (40mm & above) & sash (30mm sqm 3,954.50
& above) x (55mm & above) with zinc alloy (zamak) powder coated handle
9.147.A5.2
on two end panels along with multi-point locking system (Height upto 1.8
meter).
Using R4 series with frame (115mm & above) x (45mm & above) & sash sqm 7,611.85
(44mm & above) x (55mm & above) with zinc alloy (zamak) powder coated
9.147.A5.3
handle on two end panels along with multi-point locking system. (Height
above 1.8 meter).
 56

Item Code Description Unit Justified Rate

Casement cum fixed panel window having single casement panel at both ends &
9.147.E5 middle fixed panel with S.S 304 friction hinges as per size and weight of sash,
multi-point locking system, zinc alloy (zamak) powder coated handles.
sqm 8,560.50
Using R2 series with frame (39mm & above) x (39mm & above) & sash
9.147.E5.1 (39mm & above) x (60mm & above) & mullion (39mm & above) x (60mm
& above). (Height upto 1.2 meter; each openable shutter upto 0.8m width)
sqm 4,574.65
Using R3 series with frame (55mm & above) x (45mm & above) & sash
9.147.E5.2 (55mm & above) x (65mm & above) & mullion (55mm & above) x (65mm
& above). (Height upto 1.8 meter; each openable shutter upto 0.8m width)
sqm 7,583.00
Using R4 series with frame (64mm & above) x (50mm & above) & sash
9.147.E5.3 (64mm & above) x (70mm & above) & mullion (64mm & above) x (70mm
& above). (Height above 1.8 meter; each openable shutter upto 0.8m width)

Casement Window with Double Rebate Frame with one Side Hung Glazed
Panel and one Side Hung wire mesh Panel with S.S. 304 friction hinges as per
9.147.E6
size and weight of sash, multi-point locking system, zinc alloy (zamak) powder
coated handles on both glazed and fly screen panel
Using R3 series with frame (110mm & above) x (45mm & above) & glazed sash sqm 10,121.90
(55mm & above) x (65mm & above) & fly screen sash (30mm & above) x
9.147.E6.1
(55mm & above) & metal grill (if required to be paid separately). (Height
upto 1.8 meter)
Casement Window with Double Rebate Frame with two Side Hung Glazed
Panel and two Side Hung wire mesh Panel and Fixed Mullion with S.S. 304
9.147.E7
friction hinges as per size and weight of sash, multi-point locking system, zinc
alloy (zamak) powder coated handles on both glazed and fly screen panel.
sqm 9,196.10
Using R3 series with frame (110mm & above) x (45mm & above) & glazed sash
(55mm & above) x (65mm & above) & fly screen sash (30mm & above) x
9.147.E7.1
(55mm & above) & mullion (55mm & above) x (65mm & above) and metal
grill (if required to be paid separately). (Height upto 1.8 meter)

Casement Window with Double Rebate Frame with two Side Hung Glazed
Panel on outside and two Side Hung wire mesh Panel on inside and French
9.147.E8 (False) Mullion with S.S. 304 friction hinges as per size and weight of sash,
multi- point locking system, zinc alloy (zamak) powder coated handles with
shoot bolt on both glazed and fly screen panel.
Using R3 series with frame (110mm & above) x (45mm & above) & glazed sash sqm 7,471.85
(55mm & above) x (65mm & above) & fly screen sash (30mm & above) x
9.147.E8.1 (55mm & above) & French (False) mullion (55mm & above) x (60mm &
above) and metal grill (if required to be paid separately). (Height upto 1.8
meter).
Providing and fixing stainless steel (SS-304 grade) friction hinges to the
9.148 side/top hung uPVC windows, of approved quality, with necessary stainless
steel screws etc. as per direction of Engineer-in-charge.

9.148.1 200 x 19 x 1.9 mm each 271.10

9.148.2 250 x 19 x 1.9 mm each 300.15

9.148.3 300 x 19 x 1.9 mm each 326.85

9.148.4 350 x 19 x 1.9 mm each 444.15

9.148.5 400 x 19 x 1.9 mm each 448.80

each 164.40
Providing and fixing casement handle made of zinc alloyed (white powder
9.149
coated) for uPVC casement window with necessary screws etc. complete.
Providing and fixing zinc alloyed (white powder coated) touch lock for uPVC each 145.80
9.150
sliding window with necessary screws etc. complete.
Providing and fixing steel roller for uPVC sliding window with necessary screws each 83.10
9.151
etc. complete.
Providing and fixing steel roller for uPVC sliding door with necessary screws etc. each 135.35
9.152
complete.
Providing and fixing steel (white power coated) crescent lock for uPVC sliding each 141.20
9.153
window/ door with necessary screws etc. complete.
 57

Item Code Description Unit Justified Rate

Providing and fixing frame work for partitions/ wall lining etc. made of kg 116.80
50x50x1.6 mm hollow MS tube, placed along the walls, ceiling and floor in a
grid pattern with spacing @ 600 mm centre to centre both ways (vertically &
horizontally) or at required spacing near opening, with necessary welding at
9.154 junctions and fixing the frame to wall/ ceiling/ floors with steel dash fasteners
of 8 mm dia, 75 mm long bolt, including making provision for opening for doors,
windows, electrical conduits, switch boards etc., including providing with two
coats of approved steel primer etc. complete, all as per direction of Engineer-in-
charge.

Providing and fixing panelling or paneling and glazing in panelled or panelled sqm 1,548.25
and glazed shutters for doors, windows and clerestory windows ( area of
opening for panel inserts excluding portion inside grooves or rebated to be
9.155
measured). Panelling for panelled and glazed shutters 25mm to 40mm thick:
Pre-laminated with decorative lamination on both side exterior Grade - I MDF
Board 12 mm thick confirming to IS:14587

Providing and fixing Pre -laminated medium density fibre board exterior grade
9.156 (Grade-I) IS:14587:1998 marked, to frame, backing or studding with screws
etc. complete ( Frames, backing or studding to be paid separately).
Pre-laminated with decorative lamination on both side exterior Grade - I MDF sqm 803.85
9.156.1
Board 12 mm thick confirming to IS:14587
Pre-laminated with decorative lamination on both side exterior Grade - I MDF sqm 976.75
9.156.2
Board 18 mm thick confirming to IS:14587
Providing and fixing Pre-laminated medium density fibre board IS: 14587:1998
marked, with one side decorative lamination other side balancing lamination
9.157 Grade-I(exterior grade) in shelves with screws and fittings wherever required,
edges to be sealed with PVC edge bending tape 2.00 mm thick of approved
brand (fittings to be paid separately).
sqm 1,099.40
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 1,462.95
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

Providing and fixing in wall lining medium density fibre board IS: 14587:1998
9.158 marked, Pre-laminated one side decorative lamination and other side balancing
lamination, with necessary fixing arrangement and screws etc. complete.

9.158.1 12 mm thick. sqm 928.65

9.158.2 18 mm thick. sqm 1,111.35

9.158.3 25 mm thick. sqm 1,488.25

Providing and fixing 25mm thick pre-laminated medium density fibre board sqm 1,657.50
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
9.159
PVC edge bending tape 2.00 mm thick of approved brand including ISI marked
nickel plated bright finishing M.S. piano hinges conforming to IS:3818 marked
with necessary screw etc all complete.

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

9.160.1 18 mm thick. sqm 1,596.50

9.160.2 25 mm thick. sqm 1,973.40

 58

Item Code Description Unit Justified Rate

metre 1,554.85
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/ sqm) suitable for
mounting 120 minutes Fire Rated Glazed Door Shutters. The frame shall be
filled with mineral wool Insulation having density minimum 96Kg/cum. The
frame will have a provision of G.I. anchor fastners 14 nos ( 5 each on vertical
9.161
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- Charge . (Cost of
SS ball bearing hinges is excluded).

sqm 8,452.15
Providing and fixing 60 mm thick glazed fire resistant door shutters of 120
minutes 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
9.162 thick G.I. sheet (zinc coating not less than 120gm/sqm) duly filled mineral
wool insulation having density minimum 96 kg/cum and fixing with necessary
stainless steel ball bearing hinges of size 100x89x3mm of approved make,
including applying a coat of approved fire resistant primer or powder coating
not less than 30 micron etc all complete as per direction of Engineer-in-Charge
(panelling to be paid for seperately).

metre 1,554.85
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,
9.163
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 minimum 96kg/ cum. and finished with a
approved fire resistant primer or Powder coating of not less than 30 micron in
desired shade as per NBC 2016, IS 16231 (Part 3):2016 and directions of
Engineer - in- Charge.

sqm 34,721.45
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
9.164
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
than 1100x2200 mm (w x h) or 2.42 sqm.

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 87.75

9.165.2 100mm each 66.25

9.165.3 75 mm each 43.05

 59

Item Code Description Unit Justified Rate

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
9.166 suitable full threaded steel screws etc. in partitions, boxes, shelves, racks and
cupboard, kitchen cabinet under kitchen counter etc. all complete as per
direction of Engineer-in-charge (Note: Fittings to be paid separately).

9.166.1 18 mm thick sqm 1,060.40

Providing and fixing 6mm thick both sides Pre-laminated cement bonded wood sqm 787.50
particle board as per IS : 15786:2008 of approved brand and shade with
9.167 suitable full threaded steel screws etc. on the backing of racks, drawer,
cupboard, kitchen cabinet under kitchen counter etc. all complete as per
direction of Engineer- in-charge.
Providing and fixing cupboard shutter with 19mm thick one side decorative and sqm 2,237.30
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
9.168 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 fixing auto closing hinges shall be paid
separately)
sqm 2,036.05
Providing and fixing 19mm thick both side balancing lamination factory pressed
BWP grade marine ply as per IS 710 of approved brand
9.169
boxes,shelves,racks,almirah,cupboard and drawer etc. including necessary
nails,screws etc. complete as per direction of Engineer-in-charge.

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

9.170.1 200 mm each 133.50

each 197.40
Providing and fixing stainless steel soft closing spring hinges at 0 degree hinges
(hydraulic type) of approved make/brand to cupboard shutters with full
9.171
threaded steel screws including making necessary recess in board and finished
etc. complete as per direction of Engineer-in-charge.
Providing and fixing stainless steel soft closing heavy type telescopic drawer one set 650.85
9.172 channels of approved make 500 mm long with screws etc. complete as per
directions of Engineer- in-charge.
kg 370.25
Providing and fixing ready made 304 grade stainless steel Modular kitchen
basket and accessories such as right angle basket (Plain Cup & Saucer, plant,
Partition, Bottle rack, Thali, Cutlery) kitchen utensil basket, Dinner set basket,
kitchen grain basket, Multipurpose basket as per site requirement including
finishing (wherever required) and fittings. The same shall be fixed with
9.173
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 channel shall be paid separately)

Providing and fixing 2mm thick 16 to 19mm wide PVC edge binding tape of metre 33.85
approved quality for cupboard/wardrobe shutters including necessary synthetic
9.174
resin hot pressed to edges on binding machine etc. complete as per directions
of Engineer- in-charge.
10 STEEL WORK
Structural steel work in single section, fixed with or without connecting plate, kg 81.50
10.1 including cutting, hoisting, fixing in position and applying a priming coat of
approved steel primer all complete.
kg 98.45
Structural steel work riveted, bolted or welded in built up sections, trusses and
10.2 framed work, including cutting, hoisting, fixing in position and applying a
priming coat of approved steel primer all complete.

Providing and fixing in position collapsible steel shutters with vertical channels sqm 8,456.70
20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and
10.3 bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with
bolts, nuts, locking arrangement, stoppers, handles, including applying a
priming coat of approved steel primer.
 60

Item Code Description Unit Justified Rate

Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and sqm 4,768.65
diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the
10.4 junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide
at the top and bottom respectively, including applying a priming coat of
approved steel primer
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm
angle iron and 3 mm M.S. gusset plates at the junctions and corners, all
10.5
necessary fittings complete, including applying a priming coat of approved steel
primer.
10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces sqm 4,254.55

10.5.2 Using flats 30x6mm for diagonal braces and central cross piece sqm 4,110.60

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
10.6
and pull operation complete, including the cost of providing and fixing
necessary 27.5 cm long wire springs manufactured from high tensile steel wire
of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of
required thickness for rolling shutters.
10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover sqm 2,647.00

10.6.2 80x1.20 mm M.S. laths with 1.20 mm thick top cover sqm 2,525.05

10.6.3 80x0.90 mm M.S. laths with 0.90 mm thick top cover sqm 2,395.35

10.7 Providing and fixing ball bearing for rolling shutters. each 368.25
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 962.50

10.8.2 Exceeding 16.80 sqm in area sqm 962.50

Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. sqm 580.75
10.9 bar instead of laths as per design approved by Engineer-in- charge, (area of
grill to be measured).
Fixing standard steel glazed doors, windows and ventilators in walls, including
fixing of float glass panes with glazing clips and special metal- sash putty of
10.10 approved make, or metal beading with screws, (only steel windows, glass panes
cut to size and glazing clips or metal beading with screws, shall be supplied by
department free of cost.
Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block kg 62.15
10.10.1 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone
aggregate 20 mm nominal size)
Fixing with carbon steel galvanised dash fastener of required dia and size (to be kg 30.95
10.10.2
paid for separately)
Providing and fixing factory made ISI marked steel glazed doors, windows
and ventilators, side /top /centre hung, with beading and all members such as
F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints
mitred and flash butt welded and sash bars tenoned and riveted, including
10.11
providing and fixing of hinges, pivots, priming coat of approved steel primer,
but excluding the cost of other fittings, glass panes complete all as per
approved design, (sectional weight of only steel members shall be measured for
payment).
Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block kg 98.15
10.11.1 15x10x10 cm of C.C. 1:3:6(1 Cement: 3 coarse sand: 6 graded stone
aggregate 20 mm nominal size)
Fixing with carbon steel galvanised dash fastener of required dia and size (to be kg 95.85
10.11.2
paid for separately)
metre 39.90
Extra for providing and fixing steel beading of size 10 x 10 x 1.6 mm (box
10.12 type), approved shape and section with screws instead of glazing clips and
metal sash putty, in steel doors, windows, ventilators and composite units.
 61

Item Code Description Unit Justified Rate

Providing and fixing T-iron frames for doors, windows and ventilators of mild
10.13 steel Tee-sections, joints mitred and welded, including fixing of necessary butt
hinges and screws and applying a priming coat of approved steel primer.
Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block kg 100.55
10.13.1 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone
aggregate 20 mm nominal size).
Fixing with carbon steel galvanised dash fastener of required dia and size (to be kg 95.95
10.13.2
paid for separately)
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
10.14
welded or rigidly fixed together by mechanical means, including M.S. pressed
butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock
absorbers as specified and applying a coat of approved steel primer after pre-
treatment of the surface as directed by Engineer-in-charge:
10.14.1 Profile B
10.14.1.1 Fixing with adjustable lugs with split end tail to each jamb metre 389.25
Fixing with carbon steel galvanised dash fastener of required dia and size (to be metre 379.40
10.14.1.2
paid for separately)
10.14.2 Profile C
10.14.2.1 Fixing with adjustable lugs with split end tail to each jamb metre 412.50
Fixing with carbon steel galvanised dash fastener of required dia and size (to be metre 402.65
10.14.2.2
paid for separately)
10.14.3 Profile E
10.14.3.1 Fixing with adjustable lugs with split end tail to each jamb metre 447.35
Fixing with carbon steel galvanised dash fastener of required dia and size (to be metre 437.50
10.14.3.2
paid for separately)
Providing and fixing M.S. Tubular frames for doors, windows, ventilators and
cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet,
10.15 joints mitred, welded and grinded finish, with profiles of required size, including
fixing of necessary butt hinges and screws and applying a priming coat of
approved steel primer.
Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block kg 128.30
10.15.1 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone
aggregate 20 mm nominal size)
Fixing with carbon steel galvanised dash fastener of required dia and size (to be kg 116.95
10.15.2
paid for separately)
Steel work in built up tubular (round, square or rectangular hollow tubes etc.)
trusses etc., including cutting, hoisting, fixing in position and applying a
10.16
priming coat of approved steel primer, including welding and bolted with
special shaped washers etc. complete.

10.16.1 Hot finished welded type tubes kg 136.50

10.16.2 Hot finished seamless type tubes kg 148.70

10.16.3 Electric resistance or induction butt welded tubes kg 124.30

each 162.60
Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to
10.17 shape with hooked ends in R.C.C. slabs or beams during laying, including
painting the exposed portion of loop, all as per standard design complete.

Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling each 161.70
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
10.18
into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed
screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar
bent to shape as per standard drawing.
Providing and fixing mild steel round holding down bolts with nuts and washer kg 77.15
10.19
plates complete.
10.20 Providing and fixing bolts including nuts and washers complete. kg 122.80
 62

Item Code Description Unit Justified Rate

10.21 Providing and fixing M.S. rivets of sizes in position. kg 215.90

Welding by gas or electric plant including transportation of plant at site etc. cm 2.95
10.22
complete.
Steel work welded in built up sections/ framed work, including cutting, hoisting,
10.25 fixing in position and applying a priming coat of approved steel primer using
structural steel etc. as required.
In stringers, treads, landings etc. of stair cases, including use of chequered kg 89.20
10.25.1
plate wherever required, all complete
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar kg 126.90
10.25.2
works
Providing and fixing hand rail of approved size by welding etc. to steel ladder
10.26 railing, balcony railing, staircase railing and similar works, including applying
priming coat of approved steel primer.
10.26.1 M.S. tube kg 138.05

10.26.2 E.R.W. tubes kg 132.35

10.26.3 G.I. pipes kg 158.00

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),
10.27 counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve,
including drilling of hole in frame , concrete/ masonry, etc. as per direction of
Engineer-in-charge.

10.27.1 10 x 60 mm each 98.15

10.27.2 10 x 80 mm each 103.05

10.27.3 10 x 120 mm each 127.05

10.27.4 10 x 140 mm each 137.25

10.27.5 10 x 160 mm each 168.45

Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, kg 535.15
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 &
10.28 stainless steel dash fasteners , stainless steel bolts etc., of required size, on the
top of the floor or the side of waist slab with suitable arrangement as per
approval of Engineer-in- charge, (for payment purpose only weight of stainless
steel members shall be considered excluding fixing accessories such as nuts,
bolts, fasteners etc.).

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 sqm 641.05
10.29.1
both sides
Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture sqm 848.80
10.29.2
on both sides
Providing & fixing glass panes with putty and glazing clips in steel doors,
10.30
windows, clerestory windows, all complete with :
10.30.1 4.0 mm thick glass panes (weights not less than 10 kg/ sqm) sqm 819.35

10.30.2 5.0 mm thick glass panes (weights not less than 12.50 kg/ sqm) sqm 1,082.55

Providing and fixing angle iron frames for doors, windows and ventilators of kg 91.10
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
10.31
to the wall with dash fastener, including fixing of necessary butt hinges and
screws and applying a priming coat of approved steel primer, all complete as
per the direction of Engineer-In-charge.

11 FLOORING
11.1 Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm
cement mortar, including filling the joints with same mortar, with common
burnt clay non modular bricks:
11.1.1 1:4 (1 cement : 4 coarse sand) sqm 801.90
11.1.2 1:6 (1cement : 6 coarse sand) sqm 761.65
 63

Item Code Description Unit Justified Rate

11.2 Dry brick on edge flooring in required pattern with bricks of class designation sqm 638.65
7.5 on a bed of 12 mm mud mortar, including filling joints with local sand, with
common burnt clay non modular bricks.
11.3 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate) finished with a floating coat of neat cement, including cement
slurry, but excluding the cost of nosing of steps etc. complete.

11.3.1 40 mm thick with 20 mm nominal size stone aggregate sqm 500.45

11.4 52 mm thick cement concrete flooring with concrete hardener topping, under sqm 785.30
layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded
stone aggregate 20 mm nominal size) and top layer 12 mm thick cement
hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone
aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre
per 50 kg of cement or as per manufacturer's specifications. This includes cost
of cement slurry, but excluding the cost of nosing of steps etc. complete.

11.5 62 mm thick cement concrete flooring with concrete hardener topping, under sqm 852.90
layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded
stone aggregate 20mm nominal size) and top layer 12mm thick cement
hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone
aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre
per 50 kg of cement or as per manufacture’s specifications. This includes cost of
cement slurry, but excluding the cost of nosing of steps etc. complete.

11.6 Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement
: 3 coarse sand), finished with a floating coat of neat cement.

11.6.1 18 mm thick sqm 498.40

11.7 Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded cum 7,376.35
stone aggregate 20 mm nominal size), including finishing complete.

11.8 Extra for making chequers of approved pattern on cement concrete floors, sqm 61.25
steps, landing, pavements etc. TERRAZO FLOORING
11.9 40 mm thick marble chips flooring rubbed and polished to granolithic finish,
under layer 34 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4
graded stone aggregate 12.5 mm nominal size) and top layer 6mm thick with
white, black, chocolate, grey, yellow or green marble chips of sizes from 1 mm
to 4 mm nominal size, laid in cement marble powder mix 3:1 (3 cement : 1
marble powder) by weight in proportion of 4:7 (4 cement marble powder mix :
7 marble chips) by volume, including cement slurry etc. complete :

11.9.1 Dark shade pigment with ordinary cement sqm 828.55

11.9.2 Light shade pigment with white cement sqm 849.70
11.9.3 Medium shade pigment with 50% white cement and 50% ordinary cement sqm 836.20

11.9.4 White cement without any pigment sqm 831.05

11.9.5 Light shade pigment with ordinary cement sqm 825.25
11.9.6 Ordinary cement without any pigment sqm 804.55
11.10 40 mm thick marble chips flooring, rubbed and polished to granolithic finish,
under layer 31 mm thick cement concrete 12:4 (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, including cement slurry etc. complete

11.10.1 Dark shade pigment with Ordinary cement sqm 793.35

11.10.2 Light shade pigment with white cement sqm 823.55
11.10.3 Medium shade pigment with 50% white cement and 50% ordinary cement sqm 804.20
 64

Item Code Description Unit Justified Rate

11.10.4 White cement without any pigment sqm 794.00
11.10.5 Light shade pigment with ordinary cement sqm 788.65
11.10.6 Ordinary cement without any pigment sqm 759.10
11.11 40 mm thick marble chips fooring, 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, including cement slurry etc. complete

11.11.1 Dark shade pigment with ordinary cement sqm 813.60

11.11.2 Light shade pigment with white cement sqm 757.45
11.11.3 Medium shade pigment with 50% white cement and 50% ordinary cement sqm 828.85

11.11.4 White cement without any pigment sqm 814.85

11.11.5 Light shade pigment with ordinary cement sqm 807.00
11.11.6 Ordinary cement without any pigment sqm 765.95
11.12 Marble chips skirting up to 30 cm height, rubbed and polished to granolithic
finish, top layer 6 mm thick with white, black, chocolate, grey, yellow or green
marble chips of sizes from smallest to 4 mm nominal size, laid in cement
marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion
of 4:7 (4 cement marble powder mix : 7 marble chips) by volume :

11.12.1 18 mm thick with under layer 12 mm thick in cement plaster 1:3 (1 cement : 3
coarse sand) :
11.12.1.1 Dark shade pigment with ordinary cement sqm 1,385.10
11.12.1.2 Light shade pigment with white cement sqm 1,406.25
11.12.1.3 Medium shade pigment with 50% white cement and 50% ordinary cement sqm 1,392.75

11.12.1.4 White cement without any pigment sqm 1,385.60

11.12.1.5 Light shade pigment with ordinary cement sqm 1,381.80
11.12.1.6 Ordinary cement without any pigment sqm 1,361.10
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 69.75

11.14 Extra for laying terrazo flooring on staircase treads not exceeding 30 cm in sqm 70.95
width, including cost of forming, nosing etc.
11.15 Crazy marble stone flooring, including filling the gaps with light shade pigment
with white cement marble powder mixture (3 parts of white cement : 1 part of
marble powder) by weight in proportion of 4:7 (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 and cement slurry etc. complete :

11.15.1 18 mm thick crazy marble stone white, black or as specified sqm 1,310.70
11.16 Precast terrazo tiles 22 mm thick with graded marble chips of size upto 12 mm,
laid in foors, and landings, jointed with neat cement slurry mixed with pigment
to match the shade of the tiles, including rubbing and polishing complete, on 20
mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand) :

11.16.1 Light shade pigment using white cement sqm 1,142.60

11.16.2 Medium shade pigment using 50% white cement and 50% ordinary cement sqm 1,102.30

11.16.3 Dark shade pigment using ordinary cement sqm 1,068.50

11.16.4 Ordinary cement without any pigment sqm 1,020.35
 65

Item Code Description Unit Justified Rate

11.17 Extra if terrazo tiles are laid in treads of steps not exceeding 30 cm in width. sqm 90.80

11.18 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 with tiles of :

11.18.1 Light shade pigment using white cement sqm 1,783.90

11.18.2 Medium shades pigment using 50% white cement and 50% ordinary cement sqm 1,736.25

11.18.3 Dark shade pigment using ordinary cement sqm 1,698.30

11.18.4 Ordinary cement without any pigment sqm 1,637.65
11.19 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 mortar 1:4 (1 cement :4 coarse sand) :

11.19.1 Light shade pigment using white cement sqm 1,129.80

11.19.2 Medium shade pigment using 50% white cement, 50% ordinary cement sqm 1,147.05

11.19.3 Dark shade pigment using ordinary cement sqm 1,087.65

11.19.4 Ordinary cement without any pigment sqm 1,039.50
11.20 Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard,
jointed with neat cement slurry mixed with pigment to match the shade of tiles,
including rubbing and cleaning etc. complete, on 20 mm thick bed of cement
mortar 1:4 (1 cement: 4 coarse sand).

11.20.1 Light shade pigment using white cement sqm 1,073.70

11.20.2 Medium shade pigment using 50% white cement 50% Grey cement sqm 1,013.05
11.20.3 Dark shade pigment using ordinary cement sqm 863.05
11.20.4 Ordinary cement without any pigment sqm 814.90
11.21 Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved
make and colour using acid and/or alkali resisting mortar bedding, and joints
filled with acid and/or alkali resisting cement as per IS : 4457, complete as per
the direction of Engineer-in- Charge.

11.21.1 In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse
sand)
11.21.1.1 Acid and alkali resistant tile sqm 1,324.70
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 1,430.20
11.22 Tile work in skirting, risers of steps and dado up to 2 m height over 12 mm
thick bed of cement mortar 1:3 (1 cement :3 coarse sand) and jointed with
grey cement slurry @ 3.3 kg/sqm, including pointing in white cement mixed
with pigment of matching shade complete.

11.22.1 Marble tiles (polished) Raj Nagar

11.22.1.1 8 mm thick sqm 1,151.95
11.23 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 rubbing and polishing complete with :

11.23.1 Makrana white second quality sqm 2,952.30

11.23.2 Raj Nagar plain sqm 1,750.15
11.23.3 Agaria White sqm 2,284.45
11.23.4 Black Zebra sqm 2,351.20
11.23.5 Udaipur green marble sqm 1,843.65
 66

Item Code Description Unit Justified Rate

11.23.6 Pink plain marble sqm 1,930.45
11.24 Extra for pre finished nosing to treads of steps of marble stone. metre 540.05
11.25 Extra for marble stone flooring in treads of steps and risers using single length sqm 635.55
up to 2.00 metre.
11.26 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed
with grey cement slurry mixed with pigment to match the shade of the slab,
including rubbing and polishing complete with base of cement mortar 1 : 4 (1
cement : 4 coarse sand) :
11.26.1 25 mm thick sqm 1,495.35
11.27 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on sqm 1,799.25
12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and
jointed with grey cement slurry mixed with pigment to match the shade of the
slabs, including rubbing and polishing complete.

11.28 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of
cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush.

11.28.1 Red sand stone sqm 877.10

11.28.2 White sand stone sqm 902.65
11.29 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of
cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement
mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match
the shade of stone.
11.29.1 Red sand stone sqm 1,065.35
11.29.2 White sand stone sqm 1,090.90
11.30 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement
mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered
with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to
match the shade of stone and pointing with same mortar.

11.30.1 Red sand stone sqm 1,152.45

11.30.2 White sand stone sqm 1,178.00
11.31 Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. metre 150.20

11.32 Extra for Kota stone/ sand stone in treads of steps and risers using single sqm 32.15
length up to 1.05 metre.
11.33 25 mm wooden planking, tongued and grooved in flooring, including fixing with
iron screws complete with :
11.33.1 Second class teak wood sqm 3,660.90
11.33.2 Second class deodar wood sqm 2,451.15
11.34 38 mm thick wood block flooring of first class teak wood laid over 25 mm thick sqm 9,346.75
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, levelled smooth and finished complete.

11.35 Providing and fixing M.S. angle 50x50x5 mm to act as nosing with lugs of M.S. kg 127.55
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
primer on exposed surface etc. complete.

11.37 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness sqm 825.45
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 etc., complete.
 67

Item Code Description Unit Justified Rate

11.37A Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : sqm 839.20
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.

11.38 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness sqm 974.30
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 and matching pigments etc., complete.

11.39 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or sqm 1,005.35
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 matching pigments etc., complete.

11.40 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or sqm 1,076.75
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 white cement and matching pigments etc., complete.

11.41 Providing and laying vitrified floor tiles in different sizes (thickness to be
specified by the manufacturer) with water absorption less than 0.08% and
conforming to IS: 15622, of approved make, in all colours and shades, laid on
20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey
cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement
and matching pigments etc., complete.

11.41.1 Size of Tile 500x500 mm sqm 1,171.60

11.41.2 Size of Tile 600x600 mm sqm 1,243.05
11.41.3 Size of Tile 800x800 mm sqm 1,645.25
11.41.4 Size of Tile 1000x1000 mm sqm 2,228.65
11.41A Providing and laying Vitrified tiles in floor in different sizes (thickness to be
specified by the manufacturer) with water absorption less than 0.08% and
conforming to IS:15622, of approved brand & manufacturer, in all colours and
shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand)
jointing with grey cement slurry @3.3 kg/sqm including grouting the joints
with white cement and matching pigments etc. The tiles must be cut with the
zero chipping diamond cutter only . Laying of tiles will be done with the notch
trowel, plier, wedge, clips of required thickness, leveling system and rubber
mallet for placing the tiles gently and easily.

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

11.41A.1.1 Size of Tile 600 x 600 mm sqm 1,130.15
11.41A.1.2 Size of Tile 800 x 800 mm sqm 1,204.95
11.41A.1.3 Size of Tile 600 x 1200 mm sqm 1,234.75
11.41A.1.4 Size of Tile 800 x 1600 mm sqm 1,472.85
11.41A.1.5 Size of Tile 1000 x 1000 mm sqm 1,413.30
11.41A.2 Glazed vitrified floor tiles polished finish of size
11.41A.2.1 Size of Tile 600 x 600 mm sqm 1,175.20
11.41A.2.2 Size of Tile 600 x 1200 mm sqm 1,413.30
 68

Item Code Description Unit Justified Rate

11.41A.2.3 Size of Tile 800 x 800 mm sqm 1,353.80
11.41A.2.4 Size of Tile 800 x 1200 mm sqm 1,627.60
11.41A.2.5 Size of Tile 1200 x 1200 mm sqm 2,008.60
11.41A.3 Glazed Vitrified tiles Matt/Antiskid finish of size
11.41A.3.1 Size of Tile 600 x 600 mm sqm 1,151.40
11.41A.3.2 Size of Tile 600 x 1200 mm sqm 1,413.30
11.41A.3.3 Size of Tile 800 x 800 mm sqm 1,353.80
11.41A.3.4 Size of Tile 800 x 1200 mm sqm 1,627.60
11.41A.3.5 Size of Tile 1200 x 1200 mm sqm 2,246.70
11.42 Deduct for not using 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sqm 651.55
sand) bedding in laying of floor tiles and jointing with grey cement slurry @ 3.3
kg/ sqm.
11.43 Fixing glazed/ Ceramic/ Vitrified floor tiles with cement based high polymer sqm 569.55
modified quick-set tile adhesive (Water based) conforming to IS: 15477, in
average 3mm thickness.
11.44 Crazy ceramic tile flooring, with under layer 12 mm thick cement mortar 1:4 (1 sqm 718.40
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 @ 1 kg per 50 kg of cement, all complete as per
direction of Engineer-in-charge.

11.45 Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 sqm 1,477.20
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 Engineer-in-charge.

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

11.46.1 Size of Tile 500x500 mm sqm 1,226.10

11.46.2 Size of Tile 600x600 mm sqm 1,297.55
11.46.3 Size of Tile 800x800 mm sqm 1,702.30
11.46.4 Size of Tile 1000x1000 mm sqm 2,285.70
11.46A Providing and fixing glazed screen printed border tile 75mm wide having metre 149.30
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 pigment of matching shade, all complete as
approved by Engineer - in - Charge

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

11.47.1 Size of Tile 500x500 mm sqm 1,409.80

11.47.2 Size of Tile 600x600 mm sqm 1,481.25
11.47.3 Size of Tile 800x800 mm sqm 1,886.00
11.47.4 Size of Tile 1000x1000 mm sqm 2,469.40
 69

Item Code Description Unit Justified Rate

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

11.48.1 Size of Tile 500x500 mm sqm 280.75

11.48.2 Size of Tile 600x600 mm sqm 232.35
11.48.3 Size of Tile 800x800 mm sqm 183.95
11.48.4 Size of Tile 1000x1000 mm sqm 131.15
11.49 Providing and laying Vitrified tiles in floor with different sizes (thickness to be
specified by the manufacturer), with water absorption less than 0.08% and
conforming to IS:15622, of approved brand & manufacturer, in all colours and
shade, laid with cement based high polymer modified quick set tile adhesive
(water based) conforming to IS : 15477, in average 6 mm thickness, including
grouting of joints (Payment for grouting of joints to be made separately).

11.49.1 Size of Tile 500x500 mm sqm 1,284.15

11.49.2 Size of Tile 600x600 mm sqm 1,355.55
11.49.3 Size of Tile 800x800 mm sqm 1,760.35
11.49.4 Size of Tile 1000x1000 mm sqm 2,343.70
11.49.A Providing and laying full body vitrified tile in foor of minimum thickness 15 mm sqm 432.40
with water absorption less than 0.06% and conforming to IS:15622, of
approved make, brand and manufacturer, laid on 20 mm thick base cement
mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.30
kg / sqm including grouting the joints with white cement and matching
pigments etc. The slab must be cut with the zero chipping diamond cutter only.
Laying of slab will be done with the help of notch trowel, wedge, clips of
required thickness, vacuum cups for lifing, leveling system and rubber mallet
for placing the slab gently and easily. Size of tile 800x2400mm of all colours
and shades.

11.50 Deduct for not grouting the joints with white cement and matching pigment in sqm 10.15
the items of fixing of vitrified tiles.
11.51 Providing and laying machine cut, mirror polished, Italian Marble stone flooring
laid in required pattern in linear portion of the building all complete as per
architectural drawings, with 18 mm thick stone slab laid over 20 mm (average)
thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed
with white cement slurry @ 4.4 kg/sqm including pointing with white cement
slurry admixed with pigment to match the marble shade including rubbing,
curing and polishing etc. all complete as specified and as directed by the
Engineer-in-Charge.

11.51.1 18 mm thick Italian Marble stone slab, Perlato, Rosso verona, Fire Red or Dark sqm 5,306.10
Emperadore etc.
11.52 Providing and laying machine cut, mirror polished Marble stone flooring, in
required design (Simple geometrical, abstract etc.) and in patterns in
combination with Italian marble stones of different colours, shades and finished
surface texture etc., in linear portions of the building, all complete as per the
architectural drawings, with 18 mm thick stone slab laid over 20 mm (average)
thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed
with white cement slurry @ 4.4 kg/sqm, including pointing with white cement
slurry admixed with pigment to match the marble shade, including rubbing,
curing and polishing etc. all complete as specified and as directed by the
Engineer-in-Charge.

11.52.1 18 mm thick Italian Marble stone slab, Perlato, Rosso verona, Fire Red or Dark sqm 5,566.40
Emperadore etc.
 70

Item Code Description Unit Justified Rate

11.53 Providing and fixing Glass mossaic tiles on finished plain wall surface of size 20 sqm 2,869.10
mm x 20 mm x 4 mm in all colour, design , fixing in customize design as per
direction of Engineer-in- Charge. The glass mosaic tiles to be fixed on the wall
surface with the help of approved adhesive applied at the rate of 2.5 kg per
sqm and grouting of the same. The rate is inclusive of all operation, material
and required pattern approved by Engineer-in-Charge:

11.54 Providing and fixing removable raised/false access flooring with system and its
components of approved make for different plenum height with possible height
adjustment upto 50 mm, comprising of modular load bearing floor panels
supported on G.I. rectangular stinger frame work and G.I. Pedestal etc. all
complete, as per the architectural drawings, as specified and as directed by
Engineer-in-charge consisting of: (a) Providing at required spacing to form
modular framework, pedestals made out of GI tube of thickness minimum 2 mm
and 25 mm outer diameter, fully welded on to the G.I. Base plate of size
100mm x 100mm x 3mm at the bottom of the pedestal tube, G.I. pedestal head
of size 75mmx75mmx3.5 mm welded with GI fully threaded stud 16mm outer
diameter with two GI Check nuts screwed on the stud for level adjustment upto
50mm, locking and stabilizing the pedestal head in position at the required
level. The pedestals shall be fixed to the subfloor (base) through base plate
using epoxy based adhesive of approved make or the machine screw with rawl
plug. (b) Stringers system in all steel construction hot dipped galvanized of
rectangular size 570x20x30x0.80mm thick having holes at both ends for
securing the stringers on to the pedestal head using fully threaded screws
ensuring maximum lateral stability in all directions, the grid formed by the
pedestal and stringer assembly shall receive the floor panel, this system shall
provide adequate solid, rigid support for access floor panel, the system shall
provide a minimum clear uninterrupted clearance between the bottom of the
floor for electrical conduits and wiring etc. all complete as per the architectural
drawings, as specified and as directed by the Engineer-in-charge. (c)
Providing and fixing Access Floor panel of 600x600x32 mm medium grade Filled
Steel anti static high pressure Lamination of 800H grade (FS800H). Access
Floor panel shall be steel welded construction with an enclosed bottom pan with
uniform pattern of 64 hemispherical cones. The top and bottom plates of Steel
Gauges: top 0.6 mm and bottom 0.7 mm fused spot welded together (minimum
64 welds in each dome and 20 welds along each flange). The panel should be
Corroresist epoxy coated for lifetime rust protection and cavity formed by the
top and bottom plate is filled with Pyrogrip noncombustible Portland
cementitious core mixed with lightweight foaming compound. The access floor
shall be factory finished with Anti-static High Pressure laminate with Non Warp
technology upto 1mm thickness for superior adhesion and Surface flatness
within 0.75mm.The panel is to withstand a Concentrated Load of 363 kgs
applied on area 25mm x 25mm without collapse in the centre of the panel
which is placed on four steel blocks. The panel will withstand and Uniformly
11.54.1 Distributed Load (UDL)
300 mm Finished minimum
Floor Height 1250 kg/sqm and an impact load of 50kg all
(FFH) sqm 4,446.70
11.54.2 450 mm Finished Floor Height (FFH). sqm 4,718.50
11.55 Providing and laying flamed finish Granite stone flooring in required design and
patterns, in linear as well as curvilinear portions of the building all complete as
per the architectural drawings with 18 mm thick stone slab over 20 mm
(average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and
jointed with cement slurry and pointing with white cement slurry admixed with
pigment of matching shade including rubbing, curing and polishing etc. all
complete as specified and as directed by the Engineer-in-Charge :

11.55.1 Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or sqm 2,260.50
equivalent.
11.56 Providing and laying Polished Granite stone flooring in required design and
patterns, in linear as well as curvilinear portions of the building all complete as
per the architectural drawings with 18 mm thick stone slab over 20 mm
(average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and
jointed with cement slurry and pointing with white cement slurry admixed with
pigment of matching shade including rubbing, curing and polishing etc. all
complete as specified and as directed by the Engineer-in-Charge.
 71

Item Code Description Unit Justified Rate

11.56.1 Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent sqm 3,398.55

11.56.2 Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby sqm 2,329.95
Red
12 ROOFING
12.1 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed
with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen
and G.I. limpet washers or with G.I. limpet washers filled with white lead,
including a coat of approved steel primer and two coats of approved paint on
overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved
surfaces), excluding the cost of purlins, rafters and trusses and including
cutting to size and shape wherever required.

12.1.1 1.00 mm thick with zinc coating not less than 275 gm/m² sqm 1,150.05
12.1.2 0.80 mm thick with zinc coating not less than 275 gm/m² sqm 989.50
12.1.3 0.63 mm thick with zinc coating not less than 275 gm/ m² sqm 852.80
12.2 Extra for straight cutting in C.G.S. sheet roofing for making opening of
area exceeding 40 sq. decimeter for chimney stacks, sky light etc.:

12.2.1 1.00 mm thick metre 87.85

12.2.2 0.80 mm thick metre 70.30
12.2.3 0.63 mm thick metre 70.30
12.3 Extra for circular cutting in C.G.S. sheet roofing for making opening of area
exceeding 40 sq. decimeter:
12.3.1 1.00 mm thick metre 500.80
12.3.2 0.80 mm thick metre 400.00
12.3.3 0.63 mm thick metre 400.00
12.4 Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with
polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen
washers complete.
12.4.1 0.80 mm thick with zinc coating not less than 275 gm/m² metre 731.15
12.4.2 0.63 mm thick with zinc coating not less than 275 gm/m² metre 669.25
12.5 Providing valleys of 90 cm wide overall in plain G.S. sheet fixed with polymer
coated J, or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers
complete :
12.5.1 1.60 mm thick with zinc coating not less than 350 gm/m² metre 1,209.00
12.6 Providing and fixing of 40 cm overall width plain G.S. sheet fixed with polymer
coated J or L hooks, bolts and nuts, G.l. limpet and bitumen washer complete,
bent to shape and fixed in wall with cement mortar 1:3 (1 cement : 3 coarse
sand).
12.6.1 1.00 mm thick with zinc coating not less than 275 gm/m² metre 591.10
12.7 Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet
gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including
making necessary connections with rain water pipes complete.

12.7.1 0.80 mm thick with zinc coating not less than 275 gm/m² metre 724.30
12.7.2 0.63 mm thick with zinc coating not less than 275 gm/m² metre 672.75
12.8 Providing reinforced by organic fibres and/or inorganic synthetic fibres cement 6 sqm 403.45
mm thick corrugated sheets (as per IS: 14871) roofing up to any pitch and
fixing with polymer coated J, or L hooks, bolts and nuts 8 mm dia. G.I. plain
and bitumen washers or with self drilling fastener and EPDM washers etc.
complete (excluding the cost of purlins, rafters and trusses), including cutting
sheets to size and shape wherever required.

12.9 Extra for straight cutting in reinforced by organic fibres and/or inorganic metre 70.30
synthetic fibres cement corrugated, semi corrugated 6 mm thick sheet roofing
for making openings of area exceeding 40 square decimeter for chimney stacks,
skylights etc.
 72

Item Code Description Unit Justified Rate

12.10 Extra for circular cutting in reinforced by organic fibres and/or inorganic metre 194.20
synthetic fibres cement corrugated/ semi corrugated 6 mm thick sheet roofing
for making openings of area exceeding 40 square decimeter.

12.11 Extra for providing and fixing wind ties of 40x 6 mm flat iron section. metre 143.70

12.12 Providing and fixing ridges and hips in fibre cement reinforced by organic fibres
and/or inorganic synthetic fibres roofing with suitable fixing accessories or self
drilling fastener and EPDM washer etc. complete.

12.12.1 Corrugated serrated adjustable ridges metre 387.90

12.12.2 Plain wing adjustable ridges metre 387.90
12.12.3 Close fitting adjustable ridges metre 434.70
12.12.4 Unserrated adjustable hips metre 387.05
12.13 Providing and fixing fibre cement reinforced by organic fibres and/or inorganic
synthetic fibres roofing accessories in all colours with polymer coated J or L
hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen
washers or with self drilling fastener and EPDM washer etc. complete:

12.13.1 Corrugated apron pieces metre 317.25

12.13.2 Eave's filler pieces metre 258.10
12.13.3 North light curves metre 429.60
12.13.4 Ventilator curves metre 466.45
12.13.5 Barge boards metre 548.75
12.13.6 Ridge finials pair 227.80
12.13.7 Special north light curves each 763.85
12.13.8 S type louvers metre 426.25
12.14 Providing flat iron brackets 50x3 mm size with necessary bolts, nuts and metre 68.70
washers etc. for fixing G.S. sheets gutters with purlins.
12.15 Painting top of roofs with bitumen of approved quality @ 17kg per 10 sqm
impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including
cleaning the slab surface with brushes and finally with a piece of cloth lightly
soaked in kerosene oil complete :
12.15.1 With residual type petroleum bitumen of grade VG -10 sqm 111.35
12.16 10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope
consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @
35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung)
and covered with flat tile bricks, grouted with cement mortar 1:3 (1 cement : 3
fine sand) mixed with 2% of integral water proofing compound by weight of
cement and finished neat:

12.16.1 With common burnt clay F.P.S.(non modular) brick tile of class designation 10 sqm 797.70

12.17 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 finished neat.

12.17.1 With machine moulded common burnt clay F.P.S. (non modular) brick tiles of sqm 797.70
class designation 12.5, conforming to IS 2690
12.18 Extra for every additional 1 cm thickness of mud phaska. sqm 17.80
12.19 Providing and laying brick tiles over mumty roofs, grouted with cement mortar
1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing
compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1
cement : 3 fine sand) and finished neat:

12.19.1 With common burnt clay F.P.S. (non modular) brick tiles of class designation 10 sqm 488.40
 73

Item Code Description Unit Justified Rate

12.20 Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal sqm 534.50
thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement
: 4 coarse sand) mixed with 2% integral water proofing compound, laid over a
bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished
neat complete.

12.21 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand :
4 stone aggregate 10 mm and down gauge), including finishing with cement
mortar 1:3 (1 cement : 3 fine sand) as per standard design :

12.21.1 In 75x75 mm deep chase metre 236.35

12.22 Making khurras 45x45 cm with average minimum thickness of 5 cm cement each 237.75
concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm
nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm
cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,
rounding the edges and making and finishing the outlet complete.

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

12.23.1 Red sand stone slab

12.23.1.1 40 to 50 mm thick sqm 802.80
12.23.2 White sand stone slab
12.23.2.1 40 to 50 mm thick sqm 828.35
12.24 Providing and fixing insulating board ceiling of approved quality with necessary
nails etc. complete (frame work to be paid separately) :

12.24.1 Natural colour insulating board

12.24.1.1 12 mm thick sqm 696.10
12.24.2 White face insulating board
12.24.2.1 12 mm thick sqm 728.05
12.24.3 Flame retardant face insulating board
12.24.3.1 12 mm thick sqm 836.65
12.25 Providing and fixing flat pressed 3 layer medium density particle board or
graded particle board (Grade I) IS: 3087 marked, in ceiling with necessary nails
etc. complete (frame work to be paid separately):

12.25.1 12 mm thick sqm 795.10

12.26 Providing and fixing plain multipurpose cement board(Hight pressure steam
cured) with suitable screws for cement particle board in ceiling etc.
complete (frame work to be paid seperatately).

12.26.1 6 mm thick Cement fiber board, Type-B, Category-III as per IS: 14862:2000 sqm 695.45

12.26.2 6 mm thick Cement bonded wood particle board as per IS:14276 sqm 676.30
12.27 Extra for Circular cutting including wastages in ceiling with:
12.27.1 2nd class teak wood planks 20 mm thick metre 568.00
12.27.2 Natural colour insulating board
12.27.2.1 12 mm thick metre 368.00
12.27.3 White face insulating board:
12.27.3.1 12 mm thick metre 372.00
12.27.4 Flame retardant face insulating board:
12.27.4.1 12 mm thick metre 385.50
12.27.5 Standard quality hard board sheet:
12.27.5.1 3 mm thick metre 356.00
 74

Item Code Description Unit Justified Rate

12.27.5.2 4.5 mm thick metre 367.90
12.28 Extra for providing and fixing ceiling to curved surfaces in narrow widths sqm 336.60

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

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

12.31.1 Flat surfaces sqm 1,282.20

12.31.2 Curved surfaces sqm 1,545.80
12.32 Extra for sunk or raised mouldings in the plaster of Paris (Gypsum anhydrous) sqm 441.80
ceiling.
12.33 Extra for providing plaster of Paris (Gypsum anhydrous) ceiling above 5 metres sqm per 200.40
height from floor level. metre height

12.34 Providing fixing thermal insulation of ceiling (under deck insulation) with Resin sqm 529.50
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 most ceiling of building.

12.35 Providing and fixing thermal insulation with Resin Bonded Fibre glass wool sqm 215.65
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-crossing GI wire.
12.36 Thermal Insulation of roofing with Expanded polystyrene fixed with suitable
adhesive to the false ceiling as per the directions of the Engineer-in-charge:

12.36.1 With Type N - Normal 50 mm thick sqm 245.25

12.36.2 With Type SE - Self Extinguishing type 50 mm thick sqm 270.80
12.37 Providing and fixing 100 mm diameter and 60 cm long rain water spout in
cement mortar 1:4 (1 cement : 4 fine sand).
12.37.1 Stone ware spout each 124.60
12.38 Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I.
rain water pipes embedded in and including cement concrete blocks 10x10x10
cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size) and cost of cutting holes and making good the walls etc. :

12.38.1 100 mm diameter each 274.70

12.38.2 150 mm diameter each 292.10
12.39 Providing lead caulked joints to sand cast iron rain water pipes and fittings:

12.39.1 100 mm dia Pipe each 393.15

12.39.2 150 mm dia Pipe each 535.10
12.40 Providing, fixing and embedding sand cast iron accessories for rain water pipes
in the masonry surrounded with 12 mm thick cement mortar of the same mix,
as that of masonry (lead caulking will be paid for separately):

12.40.1 Sand cast iron plain shoes :

12.40.1.1 150 mm diameter each 374.25
12.41 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes
conforming to IS : 13592 Type A, including jointing with seal ring conforming to
IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.

12.41.1 75 mm diameter metre 188.50

12.41.2 110 mm diameter metre 282.00
12.42 Providing and fixing on wall face unplasticised - PVC moulded fittings/
accessories for unplasticised Rigid PVC rain water pipes conforming to IS :
13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving
10 mm gap for thermal expansion.
 75

Item Code Description Unit Justified Rate

12.42.1 Coupler
12.42.1.1 75 mm each 69.25
12.42.1.2 110 mm each 104.15
12.42.2 Single pushfit Coupler
12.42.2.1 75 mm each 69.25
12.42.2.2 110 mm each 96.00
12.42.3 Single tee with door
12.42.3.1 75x75x75 mm each 122.90
12.42.3.2 110x110x110 mm each 178.35
12.42.4 Single tee without door
12.42.4.1 75x75x75 mm each 107.80
12.42.4.2 110x110x110 mm each 165.60
12.42.5 Bend 87.5'
12.42.5.1 75 mm bend each 79.70
12.42.5.2 110 mm bend each 114.60
12.42.6 Shoe (Plain)
12.42.6.1 75 mm Shoe each 70.45
12.42.6.2 110 mm Shoe each 100.65
12.43 Providing and fixing unplasticised PVC pipe clips of approved design to
unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood
plugs, screwed with M.S. screws of required length, including cutting brick
work and fixing in cement mortar 1:4 (1 cement: 4 coarse sand) and making
good the wall etc. complete.

12.43.1 75 mm each 276.30

12.43.2 110 mm each 275.10
12.44 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 each 41.60
cm diameter and weighing not less than 440 grams.
12.45 Providing and fixing false ceiling at all height including providing and fixing of
frame work made of special sections, power pressed from M.S. sheets and
galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS :
277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with
flanges of 27 mm and 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 Engineer in Charge but excluding the cost of painting with :
 76

Item Code Description Unit Justified Rate

12.45.1 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part sqm 1,006.25
I) :2011 (Board with BIS certification marks)
12.45.2 12.5 mm thick tapered edge Glass Reinforced Gypsum (GRG) board conforming sqm 1,128.20
to IS: 2095- (Part 3):1996 (Boards with BIS certification marks)

12.45.3 12.5 mm thick tapered edge gypsum moisture resistant board sqm 1,140.40
12.45.4 Fully Perforated Gypsum Plaster Board of size 1200 x 2400x12.5 mm having sqm 1,298.95
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 and backed by acoustical tissue with NRC value not less than 0.60

12.46 Providing and fixing to the inlet mouth of rain water pipe PTMT (an Engineering each 62.50
Thermoplastic) grating square (Slit) 150 mm square with a height of 8 mm and
weighing not less than 100 gms.
12.47 Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to
any pitch, including fixing with polymer coated 'J' or 'L' hooks, bolts & nuts
8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins,
rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel
rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under
approximately 2400 psi and hot cured. They shall be of uniform pigmentation
and thickness without air pockets and shall conform to IS 10192 and IS
12866.The sheets shall be opaque or translucent, clear or pigmented, textured
or smooth as specified.

12.47.1 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as sqm 1,026.90
specified
12.47.2 2 mm thick flat sqm 913.40
12.48 Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal sqm 304.75
thickness and of approved size and as per approved pattern on steel frame
work complete (steel frame work to be paid separately).

12.49 Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20mm sqm 68.05
thickness and of approved pattern on steel frame work complete (steel frame
work to be paid separately).
12.50 Providing and fixing precoated galvanised iron profile sheets (size, shape and sqm 585.30
pitch of corrugation as approved by Engineer-in-Charge) of total coated
thickness 0.50mm (base metal of minimum 0.45mm thickness with total
coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS:
277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the
sheet and polyester top coat 15-18 microns. Sheet should have protective
guard film of 25 microns minimum to avoid scratches during transportation and
should be supplied in single length upto 12 metre or as desired by Engineer-in-
charge. The sheet shall be fixed using self drilling /self tapping screws of size
(5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or
curved surfaces, excluding the cost of purlins, rafters and trusses and including
cutting to size and shape wherever required.

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

12.51.1 Ridges plain (500 - 600mm) metre 393.00

12.51.2 Flashings/ Aprons.( Upto 600 mm) metre 359.30
12.51.3 North light curves metre 405.05
12.51.4 Barge board (Upto 300 mm) metre 334.50
12.51.5 Crimp curve sqm 367.85
12.51.6 Gutter (600 mm over all girth) metre 981.80
 77

Item Code Description Unit Justified Rate

12.52 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm
in true horizontal level, suspended on inter locking metal grid of hot dipped
galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive)
consisting of main "T" runner with suitably spaced joints to get required
length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet,
spaced at 1200 mm center to center and cross "T" of size 24x25 mm made of
0.30 mm thick (minimum) sheet, 1200 mm long spaced between main 'T" at
600 mm center to center to form a grid of 1200x600 mm and secondary cross
*T" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum)
sheet to be interlocked at middle of the 1200x600 mm panel to form grids of
600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles
of approved texture in the grid including, required cutting/making, opening for
services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main
'1-u runners to be suspended from ceiling using GI slotted cleats of size 27 x
37 x 25 xI.6 mm fixed to ceiling with 12.5 mm die and 50 mm long dash
fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size
85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom
exposed width of 24 mm of all T-sections shall be pre- painted with polyester
paint, all complete for all heights as per specifications, drawings and as directed
by Engineer-in-charge.

12.52.1 GI Metal Ceiling Lay in plain Tegular edge Global white color tiles of size sqm 1,408.75
595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having
galvanizing of 100 gms/sqm (both sides inclusive) and electro statically
polyester powder coated of thickness 60 microns (minimum), including factory
painted after bending.
12.52.2 GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size sqm 1,542.90
595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having
galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area
with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5,
electro statically polyester powder coated of thickness 60 microns (minimum),
including factory painted after bending and perforation, and backed with a black
Glass fiber acoustical fleece.

12.52.3 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, sqm 1,719.75
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 sealed unit.

12.52.4 12.5 mm thick fully Perforated Gypsum Board tile made from plasterboard sqm 1,109.95
having glass fibre conforming to IS: 2095 part I, of size 595x595 mm, having
perforation of 9.7x9.7 mm at 19.4 mm c/c with center borders of 48 mm and
the side borders of 30 mm, backed with non woven tissue on the back side,
having an NRC (Noise Reduction Coefficient) of 0.79, with 50 mm resin bonded
glass wool backing.
 78

Item Code Description Unit Justified Rate

12.53 Providing and Fixing 15 mm thick densified tegular edged eco friendly light sqm 1,519.00
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
thermal conductivity <0.043 w/mK.

12.54 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 spring T with :

12.54.1 GI Metal Ceiling Clip in plain Beveled edge global white color tiles of size sqm 1,651.90
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 thickness 60 microns (minimum), including factory
painted after bending.
12.54.2 GI Metal Ceiling Clip in plain Beveled edge global white color tiles of size sqm 1,761.70
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 microns (minimum), including factory painted
after bending and perforation.
 79

Item Code Description Unit Justified Rate

12.55 Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) sqm 1,259.80
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 along the parapet walls in the same
manner.

12.56 Providing and laying roof insulation with 40 mm thick impervious sprayed, sqm 1,184.05
closed cell free Rigid Polyurethane foam over deck insulation conforming to
IS - 12432 Pt. III (density of foam being 40. 45 kg/ cum), over a coat of
polyurethane primer applied @ 6-8 sqm per litre, laying 400 G polythene sheet
over PUF spray and providing a wearing course of 40 mm thick cement screed
1:2:4(1 cement :2 coarse sand : 4 stone aggregate 20 mm nominal size) in
chequered rough finish, in panels of 2.5 m x 2.5 m and embedding with 24 G
wire netting and sealing the joints with polymerized mastic, all complete as per
direction of Engineer-in-Charge.

12.57 Providing and fixing thermal insulation with Resin Bonded Fibre glass wool sqm 271.70
conforming to IS: 8183 having density 24 kg/m3, 50 mm thick, wrapped in
200G Virgin Polythene Bags fixed to wall with screw, rawel plug & washers and
held in position by criss crossing GI wire etc. complete as per directions of
Engineer-in-Charge.
12.58 Providing and fixing tiled false ceiling of 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 Engineer-in-charge.

12.58.1 8 mm thick fully perforated calcium silicate board made with Calcareous & sqm 1,683.15
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 ram with minimum perforated area
18 % with non woven tissue on the back side, having an NRC ( Noise Reduction
Coefficient) of 0.85, with 50 mrn thick rockwool of 48 kg /cum backing.
 80

Item Code Description Unit Justified Rate

12.59 Providing & fixing false ceiling at all height including providing & fixing of
framework made of special section, power pressed from M.S. sheets and
galvanised with zinc coating of 120 gms/ sqm (both side inclusive) as per IS :
277 and consisting of angle cleat of size 25mm wide x 1.6mm thick with flanges
of 27mm and 37mm, at 1200mm c/c, one flange fixed to the ceiling with dash
fastener 12.5mm dia x 50mm long with 6mm dia bolts, other flange of cleat
fixed to the angle hangers of 25 x10 x0.50mm of required length with nuts &
bolts of required size and other end of angle hanger fixed with intermediate G.I
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 excluding
the cost of painting with:

12.59.1 8 mm thick Calcium Silicate Board made with Calcareous & Siliceous materials sqm 1,166.35
reinforced with cellulose fiber manufactured through autoclaving process.

12.60 Providing and fixing thermal insulation of ceiling (under deck insulation) with sqm 503.95
Resin Bonded Rockwool conforming to IS: 8183,density 48 kg/ m3, 50 mm
thick, wrapped in 200 G Virgin Polythene bags fixed to ceiling with metallic
cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5mm x 24 gauge wire
mesh, for top most ceiling of building.

12.61 Providing and fixing thermal insulation with Resin bonded rock wool conforming sqm 241.20
to IS: 8183, density 48 kg/m3, 50 mm thick, wrapped in 200 G virgin Polythene
bags placed over existing false ceilng and held in position by criss-crossing Gl
wire.
12.62 Providing and fixing thermal insulation with Resin Bonded rock wool conforming sqm 246.15
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 criss cossing GI wire etc. complete as per directions of Engineer- in-
Charge.

12.63 Providing and applying two coats of High Albedo paint having minimum Solar sqm 270.35
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 Engineer-in-Charge.
 81

Item Code Description Unit Justified Rate

12.64 Providing and 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 fxed to truss members in
slope or required pitch or curvature with Hex cap headed self drilling/tapping
stainless steel screws MA, 60mm long with 3mm EPDM seal washer etc all
inclusive of labour, scaffolding,T&P and sundries etc. complete as per direction
of Engineer in Charge (Cost of truss/frame work shall be paid separately.

12.64.1 0.56 mm, Aluminium troughed profile with center to center pitch of 200 mm, sqm 815.45
depth of 32 mm, overall profile width1092 mm, cover width 1000mm.

12.64.2 0 71mm, Aluminium troughed profile with center to center pitch of 200mm, sqm 1,008.15
depth of 32mm, overall profile width 1092mm, cover width 1000mm

12.64.3 0.91 mm, troughed profile with center to center pitch of 200 mm, depth of 32 sqm 1,263.00
mm, overall profile width1092 mm, cover width 1000mm.

12.64.4 0.56mm Aluminium profile with center to center pitch of 175 mm, depth of sqm 1,045.10
46mm, top crest width of 41mm, bottom valley width of 80mm, overall profile
width of 1144mm, cover width 1050mm.
12.64.5 0.71mm Aluminium profile with center to center pitch of 175 mm, depth of sqm 1,294.85
46mm, top crest width of 41mm, bottom valley width of 80mm, overall profile
width of 1144mm, cover width 1050mm.
12.64.6 0.91mm Aluminium profile with center to center pitch of 175 mm, depth of sqm 1,627.00
46mm, top crest width of 41mm, bottom valley width of 80mm, overall profile
width of 1144mm, cover width 1050mm.
12.64.7 0.56mm Aluminium Circular (sinusoidal) profile with center to center pitch of 75 sqm 798.25
mm, depth of 19 mm, overall profile width 1250mm,cover width 1150mm.

12.64.8 0.71mm Aluminium Circular (sinusoidal) profile with center to center pitch of 75 sqm 998.15
mm, depth of 19 mm, overall profile width 1250mm,cover width 1150mm.

12.64.9 0.91mm Aluminium Circular (sinusoidal) profile with center to center pitch of 75 sqm 1,264.65
mm, depth of 19 mm, overall profile width 1250mm,cover width 1150mm.

12.65 Providing & fixing at all heights, levels and locations colour finish Aluminium
alloy roofing sheets of alloy IS designation 31500, temper Hx8 conforming to
IS 737 and dimensions as per IS code 2676 with characteristics of good
formability and corrosion resistance. 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, 50 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-Charge. (Cost of truss/frame work shall be
paid separately).

12.65.1 0.56 mm, Aluminium Color coated troughed profile with center to center pitch sqm 928.00
of 200 mm, depth of 32 mm, overall profile wi01111092 mm, cover width
1000mm.
12.65.2 0.71 mm, Aluminium Color coated troughed profile with center to center pitch sqm 1,151.75
of 200 mm, depth of 32 mm, overall profile width1092 mm, cover width
1000mm.
12.65.3 0.91 mm, Aluminium Color coated troughed profile with center to center pitch sqm 1,447.95
of 200 mm, depth of 32 mm, overall profile width1092 mm, cover width
1000mm.
12.65.4 0.56mm Aluminium color profile with center to center pitch of 175 mm, depth sqm 1,194.45
of 46mm, top crest width of 41mm, bottom valley width of 80mm, overall
profile width of 1144mm, cover width 1050mm.
12.65.5 0.71mm Aluminium color coated profile with center to center pitch of 175 mm, sqm 1,484.10
depth of 46mm, top crest width of 41mm, bottom valley width of 80mm, overall
profile width of 1144mm, cover width 1050mm.

12.65.6 0.91mm Aluminium color coated profile with center to center pitch of 175 mm, sqm 1,869.00
depth of 46mm, top crest width of 41mm, bottom valley width of 80mm, overall
profile width of 1144mm, cover width 1050mm.
 82

Item Code Description Unit Justified Rate

12.65.7 0.56 mm Aluminium profile with center to center pitch of 177.5 mm, depth of sqm 979.80
28.5 mm, 987mm overall profile width, cover width 900mm

12.65.8 0.71 mm Aluminium profile with center to center pitch of 177.5 mm, depth of sqm 1,226.75
28.5 mm, 987mm overall profile width, cover width 900mm

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

12.66.1 Precoated/mill finish aluminium Ridges plain (500- 600mm) metre 843.45
12.66.2 Precoated/mill finish aluminium Flashings/ Aprons (Upto 600 mm) metre 769.65
12.66.3 Precoated/mill finish aluminium North light curves metre 844.55
12.66.4 Precoated/mill finish aluminium Barge board (Upto 200 mm) metre 650.45
12.66.5 Precoated/mill finish aluminium Crimp curve metre 720.70
12.66.6 Precoated/mill finish aluminium Gutter (600 mm over all girth) metre 1,420.50

13 FINISHING
13.1 12 mm cement plaster of mix :
13.1.1 1:4 (1 cement: 4 fine sand) sqm 267.10
13.1.2 1:6 (1 cement: 6 fine sand) sqm 253.75
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 307.95

13.2.2 1:6 (1 cement: 6 fine sand) sqm 292.00
13.3 20 mm cement plaster of mix :
13.3.1 1:4 (1 cement: 4 fine sand) sqm 365.00
13.3.2 1:6 (1 cement: 6 fine sand) CEMENT PLASTER (IN COARSE SAND) sqm 344.20
13.4 12 mm cement plaster of mix :
13.4.1 1:4 (1 cement: 4 coarse sand) sqm 267.10
13.4.2 1:6 (1 cement: 6 coarse sand) sqm 253.75
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 307.95

13.5.2 1:6 (1 cement: 6 coarse sand) sqm 292.00
13.6 20 mm cement plaster of mix :
13.6.1 1:4 (1 cement: 4 coarse sand) sqm 365.00
13.6.2 1:6 (1 cement: 6 coarse sand) sqm 344.20
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 342.20

13.7.2 1:4 (1 cement: 4 fine sand) sqm 328.80
13.8 15 mm cement plaster on rough side of single or half brick wall finished with a
floating coat of neat cement of mix :
13.8.1 1:3 (1 cement: 3 fine sand) sqm 385.60
13.8.2 1:4 (1 cement: 4 fine sand) sqm 369.65
13.9 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of
neat cement.
13.9.1 12 mm cement plaster sqm 342.20
13.9.2 20 mm cement plaster sqm 447.50
13.10 15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating sqm 385.60
coat of neat cement on the rough side of single or half brick wall.
 83

Item Code Description Unit Justified Rate

13.11 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 sqm 388.60
(1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster
1:6 (1 cement : 6 fine sand).
13.12 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 sqm 401.95
(1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1
cement : 3 coarse sand) finished rough with sponge.

13.13 12 mm cement plaster 1:2 (1 cement : 2 stone dust). sqm 300.80

13.14 15 mm cement plaster 1:2 (1 cement : 2 stone dust) on the rough side of sqm 348.15
single or half brick wall.
13.15 20 mm cement plaster 1:2 (1 cement : 2 stone dust). sqm 417.40
13.16 6 mm cement plaster of mix :
13.16.1 1:3 (1 cement : 3 fine sand) sqm 228.65
13.17 6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat sqm 303.35
of neat cement and thick coat of Lime wash on top of walls when dry for
bearing of R.C.C. slabs and beams.
13.18 Neat cement punning. sqm 63.15
13.19 Rough cast plaster upto 10 m height above ground level with a mixture of sand
and gravel or crushed stone from 6 mm to 10 mm nominal size, dashed over
and including the fresh piaster 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 sand) mixed with 10% finely grounded hydrated lime by volume
of cement.

13.19.1 Ordinary cement finish using ordinary cement sqm 671.10

13.20 Pebble dash plaster upto 10 m height above ground level with a mixture of sqm 628.25
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 : 3 fine sand) mixed with 10% finely grounded hydrated
lime by volume of cement.

13.21 Extra for providing and mixing water proofing material in cement plaster work per bag of 16.05
in proportion recommended by the manufacturers. 50kg cement
used in the
mix

13.22 Extra for plastering exterior walls of height more than 10 m from ground level sqm 64.75
for every additional height of 3 m or part thereof.
13.23 Extra for plastering on circular work not exceeding 6 m in radius:
13.23.1 In one coat sqm 35.40
13.23.2 In two coats sqm 53.80
13.24 Extra for plastering done on moulding, cornices or architraves including neat
finish to line and level:
13.24.1 In one coat sqm 529.50
13.24.2 In two coats sqm 872.95
13.25 Extra for plastering:
13.25.1 Spherical ceiling sqm 132.10
13.25.2 Groined ceiling sqm 143.05
13.25.3 Flewing soffits sqm 87.45
13.26 Providing and applying plaster of paris putty of 2 mm thickness over plastered sqm 194.90
surface to prepare the surface even and smooth complete.

13.27 Extra for lining out plaster to imitate stone or concrete blocks walling. sqm 84.60

13.28 12 mm thick plain cement mortar bands in cement mortar 1:4 (1 cement : 4
fine sand):
13.28.1 Flush Band cm per 5.65
metre
13.28.2 Sunk Band cm per 6.20
metre
 84

Item Code Description Unit Justified Rate

13.28.3 Raised Band cm per 7.05
metre
13.28.4 Moulded Band cm per 12.05
metre
13.29 18 mm thick plain cement mortar band in cement mortar 1:4 (1 cement : 4 fine
sand):
13.29.1 Flush Band cm per 6.90
metre
13.29.2 Sunk Band cm per 7.55
metre
13.29.3 Raised Band cm per 8.60
metre
13.29.4 Moulded Band cm per 16.10
metre
13.30 18 mm thick moulded cement mortar band in two coats under layer 12 mm cm per 16.00
thick with cement mortar 1:5 (1 cement : 5 coarse sand) top layer 6 mm thick metre
with cement mortar 1:4 (1 cement : 4 fine sand).

13.31 Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3
fine sand):
13.31.1 Flush / Ruled/ Struck or weathered pointing sqm 193.00
13.31.2 Raised and cut pointing sqm 314.80
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 263.05

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

13.33.1 Flush/ Ruled pointing sqm 286.70

13.33.2 Raised and cut pointing sqm 521.30
13.34 Raised and cut pointing on stone work in white cement mortar 1:3 (1 white sqm 534.60
cement : 3 marble dust).
13.35 Pointing on stone slab ceiling with cement mortar 1:2 (1 cement : 2 fine sand):

13.35.1 Flush/ Ruled pointing sqm 159.95

13.36 Extra for pointing on walls on the outside at height more than 10 m from sqm 6.60
ground level for every additional height of 3 m or part there of.

13.37 White washing with lime to give an even shade :

13.37.1 New work (three or more coats) sqm 28.70
13.38 Satna lime wash on walls with one coat. sqm 11.60
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 39.20

13.39.2 New work (two or more coats) with a base coat of whiting sqm 38.80
13.41 Distempering with 1st quality acrylic distemper (ready mixed) having VOC
content less than 50 gram/litre, of approved manufacturer, of required
shade and colour all complete:
13.41.1 New work (two or more coats) over and including water thinnable priming coat sqm 136.90
with cement primer having VOC content less than 50 pram/litre

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 86.20
13.45 Finishing walls with textured exterior paint of required shade :
13.45.1 New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including sqm 214.40
priming coat of exterior primer applied @ 2.20kg/10 sqm
13.46 Finishing walls with Acrylic Smooth exterior paint of required shade .

13.46.1 New work (Two or more coat applied @ 1.67 ILO 0 sqm over and including sqm 129.70
priming coat of exterior primer applied @ 0.90 litre/10 sarM
 85

Item Code Description Unit Justified Rate

13.47 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone
additives of required shade:
13.47.1 New work (Two or more coats applied @ 1.43 Itr/10 sqm over and including sqm 125.80
priming coat of exterior primer applied @ 0.90 litre/10 sqm)

13.48 Finishing with Deluxe Multi surface paint system for interiors and exteriors
using Primer as per manufacturers specifications :
13.48.1 Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one sqm 139.70
coat of Special primer applied @ 0.75 ltr /10 sqm
13.48.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two or sqm 127.50
more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied
@0.75 ltr/10 sqm of approved brand and manufacture

13.48.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two sqm 123.30
or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @
0.80 ltr/ 10 sqm of approved brand and manufacture

13.48A Finishing walls with ready mixed Premium acrylic emulsion paint (Company
Depot Tinted) having VOC less than 50 gm/litre and UV resistance as per IS
15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required
shade with silicon additives.
13.48A.1 New work (Two or more coats applied @ 1.43 litre) 10 sqm over and including sqm 135.75
priming coat of exterior primer applied @ 0.90 litre/10 sqm.

13.50 Applying priming coati

13.50.2 With ready mixed aluminium primer of approved brand and manufacture on sqm 54.10
resinous wood and plywood
13.50.3 With ready mixed red oxide zinc chromate primer of approved brand and sqm 48.90
manufacture on steel galvanised iron/ steel works
13.50.4 With ready mixed red oxide zinc chromate primer of approved brand and sqm 26.20
manufacture on steel work (second coat)
13.51 Painting with silicon & acrylic emulsion based water thinnable sealer of
approved brand and manufacture on wet or patchy portion of plastered surfaces
:
13.51.1 One coat sqm 73.30
13.51.2 Two coats sqm 116.45
13.52 Finishing with Epoxy paint (two or more coats) at all locations prepared and
applied as per manufacturer's specifications including appropriate priming coat,
preparation of surface, etc. complete.
13.52.1 On steel work sqm 177.50
13.52.2 On concrete work sqm 174.65
13.53 Painting on G.S. sheet with synthetic enamel paint of approved brand and
manufacture of required colour to give an even shade :
13.53.1 New work (two or more coats) including a coat of approved steel primer but sqm 132.40
excluding a coat of mordant solution
13.54 Applying a coat of mordant solution on G.S. sheet:
13.54.1 With a solution of 38 gms of copper acetate in a litre of soft water sqm 46.50
13.54.2 With a solution made of 13 gms of hydrochloric acid in a solution of 13 gms sqm 46.30
each of copper chloride, copper nitrate and ammonium chloride dissolved in a
litre of soft water
13.55 Painting (two or more coats) on rain water, soil waste and vent pipes and
fittings with black anticorrosive bitumastic paint of approved brand and
manufacture, over and including a priming of ready mixed zinc chromate yellow
primer on new work:
13.55.1 100 mm diameter pipes metre 55.60
13.55.2 150 mm diameter pipes metre 82.90
13.56 Painting (two or more coats) on rain water, soil waste and vent pipes and
fittings with synthetic enamel paint of approved brand and manufacture and
required colour over a priming coat of approved steel primer on new work.

13.56.1 100 mm diameter pipes metre 60.65

13.56.2 150 mm diameter pipes metre 90.35
 86

Item Code Description Unit Justified Rate

13.57 Painting with oil type wood preservative of approved brand and manufacture :

13.57.1 New work (two or more coats) sqm 41.35

13.58 Providing and applying two coats of fire retardant paint on cleaned wood / ply sqm 249.75
surface @ 3.5 sqm per litre per coat including preparation of base surface as
per recommendations of manufacturer to make the surface fire retardant.

13.59 Coal tarring two coats on new work using 0.16 Litre and 0.12 litre coal tar per sqm 48.50
sqm in the first coat and second coat respectively.
13.61 Painting with synthetic enamel paint of approved brand and manufacture to
give an even shade :
13.61.1 Two or more coats on new work sqm 115.75
13.62 Painting with synthetic enamel paint of approved brand and manufacture of
required colour to give an even shade :
13.62.1 Two or more coats on new work over an under coat of suitable shade with sqm 168.55
ordinary paint of approved brand and manufacture
13.63 Painting with aluminium paint of approved brand and manufacture to give an
even shade .
13.63.1 Two or more coats on new work sqm 107.10
13.64 Painting with acid proof paint of approved brand and manufacture of required
colour to give an even shade :
13.64.1 Two or more coats on new work sqm 122.50
13.65 Painting with black anti-corrosive bitumastic paint of approved brand and
manufacture to give an even shade :
13.65.1 Two or more coats on new work sqm 101.55
13.67 Varnishing with varnish of approved brand and manufacture :
13.67.1 Two or more coats of glue sizing with copal varnish over an under coat of sqm 174.10
flatting varnish
13.67.2 Two or more coats glue sizing with spar varnish or an under coat of flatting sqm 174.80
varnish
13.68 French spirit polishing :
13.68.1 Two or more coats on new works including a coat of wood filler sqm 327.90
13.69 Polishing on wood work with ready mixed wax polish of approved brand and
manufacture :
13.69.1 New work sqm 144.95
13.70 Floor polishing on masonry or concrete floors with wax polish of approved brand sqm 70.30
and manufacture.
13.71 Lettering with black Japan paint of approved brand and manufacture per letter 4.50
per cm
height
13.72 Washed stone grit plaster on exterior walls height upto 10 metre above ground sqm 894.10
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 shall be made separately).

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

13.73.1 15 mm wide and 15 mm deep groove metre 56.70

13.73.2 20 mm wide and 15 mm deep groove metre 57.20
13.74 Extra for washed grit plaster on exterior walls of height more than 10 m from sqm 125.55
ground level for every additional height of 3 m or part thereof.

13.75 Extra for washed stone grit plaster on circular work not exceeding 6 m in radius sqm 101.10
(in two coats).
 87

Item Code Description Unit Justified Rate

13.76 Forming groove of uniform size from 12x12 mm and upto 25x15 mm in the top metre 77.40
layer of washed stone grit plastered surface as per approved pattern, including
providing and fixing aluminum channels of appropriate size and thickness (not
less than 2 mm), nailed to the under layer with rust proof screws and nails and
finishing the groove complete as per specifications and direction of the Engineer-
in-Charge.

13.77 Extra for using white cement in place of ordinary cement in the top layer of the sqm 60.40
item of washed stone grit plaster.
13.78 Providing and applying 12 mm thick (average) premixed formulated one coat sqm 323.15
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 & ceiling at all floors and locations, finished in smooth line and level etc.
complete.

13.79 Extra for addition of synthetic Polyester triangular fibre of length 6 mm, per bag of 59.50
effective diameter 10-40 microns and specific gravity of 1.34 to 1.40 in cement 50kg of
plaster/mortar by using 125 gms. of synthetic Polyester triangular fibre for 50 cement
Kgs. cement used in cement mortar as per directions of Engineer-in-Charge.

13.80 Providing and applying white cement based putty of average thickness 1 mm, of sqm 111.90
approved brand and manufacturer, over the plastered wall surface to prepare
the surface even and smooth complete.

13.81 Distempering with 1st quality acrylic distemper (ready mixed) having VOC
(Volatile Organic Compound ) content less than 50 gram/ litre, of approved
brand and of required said and colour complete to give and even said.

13.81.1 Old work (one or more coats) sqm 45.85

13.82 Wall painting with acrylic emulsion paint, having VOC (Volatile Organic
Compound ) content less than 50 grams/ litre, of approved brand and
manufacture, including applying additional coats wherever required, to achieve
even shade and colour.
13.82.1 One coat sqm 67.20
13.82.2 Two coats sqm 100.35
13.83 Wall painting with premium acrylic emulsion paint of interior grade, having VOC
(Volatile Organic Compound ) content less than 50 grams/ litre of approved
brand and manufacture, including applying additional coats wherever required
to achieve even shade and colour.

13.83.1 One coat sqm 70.25

13.83.2 Two coats sqm 105.15
13.85 Applying priming coats with primer of approved brand and manufacture, having
tow VOC (Volatile Organic Compound) content.

13.85.1 With ready mixed pink or grey primer on wood work (hard and soft wood) sqm 52.80
having VOC content less than 60 grams/ litre
13.85.3 With water thinnable cement primer on wall surface having VOC content less sqm 55.30
than 50 grams/litre
13.86 6 mm plaster on cement concrete or reinforced cement concrete work with sqm 192.20
white cement based polymer modified self curing mortar of approved make as
per the direction of Engineer-In-Charge.
13.87 White washing with lime to give an even shade :
13.87.1 Old work (two or more coats) sqm 16.80
13.87.2 Old work (one or more coats) sqm 10.25
13.88 Removing white or colour wash by scrapping and sand papering and preparing sqm 14.35
the surface smooth including necessary repairs to scratches etc. complete

13.91 Removing dry or oil bound distemper, water proofing cement paint and the like sqm 18.35
by scrapping, sand papering and preparing the surface smooth including
necessary repairs to scratches etc. complete.
13.92 Painting on G.S. sheet with synthetic enamel paint of approved brand and
manufacture of required colour to give an even shade :
 88

Item Code Description Unit Justified Rate

13.92.1 Old work (one or more coats) sqm 68.10
13.93 Painting (two or more coats) on rain water, soil, waste and vent pipes and
fittings with black anticorrosive bitumastic paint of approved brand and
manufacture over and including a priming coat of ready mixed zinc chromate
yellow primer on new work :
13.93.1 75 mm diameter pipes metre 41.70
13.94 Painting (one or more coats) on rain water, soil waste and vent pipes and
fittings with black anticorrosive bitumastic paint of approved brand and
manufacture on old work :
13.94.1 75 mm diameter pipes metre 19.60
13.94.2 100 mm diameter pipes metre 25.90
13.94.3 150 mm diameter pipes metre 37.30
13.95 Painting (two or more coats) on rain water, soil waste and vent pipes and
fittings with aluminium paint of approved brand and manufacture over a
priming coat of ready mixed zinc chromate yellow primer on new work :

13.95.1 75 mm diameter pipes metre 43.05

13.95.2 100 mm diameter pipes metre 59.55
13.95.3 150 mm diameter pipes metre 88.70
13.96 Painting (one or more coats) on rain water, soil waste and vent pipes and
fittings with synthetic enamel paint of approved brand and manufacture and
required colour on old work :
13.96.1 75 mm diameter pipes metre 20.70
13.96.2 100 mm diameter pipes metre 26.55
13.96.3 150 mm diameter pipes metre 38.25
13.97 Painting with oil type wood preservative of approved brand and manufacture:

13.97.1 Old work (one or more coats) sqm 31.40

13.99 Painting with synthetic enamel paint of approved brand and manufacture of
required colour to give an even shade :
13.99.1 One or more coats on old work sqm 76.25
13.100 Painting with aluminium paint of approved brand and manufacture to give an
even shade:
13.100.1 One or more coats on old work sqm 70.00
13.101 Painting with acid proof paint of approved brand and manufacture of required
colour to give an even shade :
13.101.1 One or more coats on old work sqm 80.30
13.102 Painting with black anti-corrosive bitumastic paint of approved brand and
manufacture to give an even shade :
13.102.1 One or more coats on old work sqm 67.95
13.103 French spirit polishing :
13.103.1 One or more coats on old work sqm 165.05
13.104 Polishing on wood work with ready made wax polish of approved brand and
manufacture :
13.104.1 Old work sqm 73.25
13.105 Re-lettering with black Japan paint of approved brand and manufacture. per letter 2.85
per cm
height
13.106 Painting (one or more coats) with black Japan paint of approved brand and sqm 69.35
manufacture to give an even shade.
13.107 Providing and fixing C.P. brass chain and rubber plug complete for sink or wash
basin:
13.107.1 32 mm dia each 66.30
13.107.2 40 mm dia each 66.30
13.109 Finishing walls with water proofing cement paint of required shade :
13.109.1 Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of sqm 83.05
primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat.
 89

Item Code Description Unit Justified Rate

13.109.2 Old work (one or more coats @ 2.20 kg/10 sqm) complete. sqm 55.90
13.110 Finishing walls with textured exterior paint of required shade :
13.110.1 Finishing walls with textured exterior paint of required shade : Old work (Two sqm 167.40
or more coats on existing cement paint surface applied @ 3.28 Itr/10 sqm.

13.110.2 Old work (One or more coats) applied @ 1.82 ltr/10 sqm. sqm 104.05
13.111 Finishing walls with Acrylic Smooth exterior paint of required shade:

13.111.1 Old work (Two or more coat applied @ 1.67 Itil 10 sqm) on existing cement sqm 97.60
paint surface
13.111.2 Old work (One or more coat applied @ 0.90 ItrI10 sqm). sqm 64.00
13.112 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone
additives of required shade
13.112.1 Old work (Two or more coats applied @ 1.43 Ur/ 10 sqm) over existing cement sqm 93.75
paint surface
13.112.2 Old work (one or more coats applied @0.83 Itr/10 sqm). sqm 63.45
13.113 Varnishing with varnish of approved brand and manufacture:
13.113.1 One or more coats with copal varnish sqm 70.05
13.113.2 One or more coats with spar varnish sqm 70.45
13.114 Melamine polishing on wood work (one or more coat). sqm 103.80
13.115 Varnishing with flatting varnish of approved brand and manufacture one or sqm 73.10
more coats on old work.
13.116 Polishing in high gloss/matt finish melamine clear polish on wood work in sqm 1,028.05
required color/wooden shade texture with following process in the sequence as
detailed below: 1. The surface to be polished is rubbed with sand paper 80/
120 no. and then with sand paper of 160/180 nos. 2. Applying two coats of
sealer with spray gun and allowing sufficient drying time for 1st coat and 2nd
coat is allowed to dry for 8 to 12 hrs. 3. On drying of sealer coat, wet rubbing
with emery cloth of finer grading with 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 this surface is further allowed to dry for 12 hrs. 4.
On this, 1st coat of melamine polish is applied with spray gun using melamine
clear polish and melamine thinner in required proportion. This 1st coat is
allowed to dry for 24 hrs then this dry surface is again fine wet rubbed smooth,
which is further allowed to dry for 12 hrs. The final melamine polish is applied
with compressor pressure spray gun using melamine clear polish and melamine
thinner mixed in required proportion complete as per direction of Engineer-in-
Charge. (Final coat to be done in 1 or 2 layers without gap of time.)

14 REPAIRS TO BUILDING
14.1 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5
sq.meters and under, including cutting the patch in proper shape, raking out
joints and preparing and plastering the surface of the walls complete, including
disposal of rubbish to the dumping ground, all complete as per direction of
Engineer-in-Charge.
14.1.1 With cement mortar 1:4 (1 cement : 4 fine sand) sqm 417.55
14.1.2 With cement mortar 1:4 (1cement: 4 coarse sand) sqm 417.55
14.2 Fixing chowkhats in existing opening including embedding chowkhats in floors
or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete
blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse
sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of
approved wood preservative to sides of chowkhats and making good the
damages to walls and floors as required complete, including disposal of rubbish
to the dumping ground, all complete as per direction of Engineer-in-Charge.

14.2.1 Door chowkhats each 1,352.80

 90

Item Code Description Unit Justified Rate

14.2.2 Window chowkhats each 853.40
14.2.3 Clerestory window chowkhats each 636.05
14.3 Fixing chowkhat in existing opening in brick/ RCC wall with dash each 166.30
fasteners/Chemical fasteners of appropriate size (3 nos on each vertical
member of door chowkhat and 2 nos on each vertical member of window
chowkhats), including Cost of dash fasteners/ chemical fastener.

14.4 Making the opening in brick masonry including dismantling in floor or walls by
cutting masonry and making good the damages to walls, flooring and jambs
complete, to match existing surface i/c disposal of mulba/ rubbish to the
nearest municipal dumping ground, all complete as per direction of Engineer-in-
Charge.
14.4.1 For door/ window/ clerestory window sqm 921.85
14.5 Renewing glass panes, with putty and nails wherever necessary including
racking out the old putty:
14.5.1 Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) sqm 824.70

14.5.2 Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm) sqm 1,087.90

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 1,186.55

14.6.2 Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm) sqm 1,449.75

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 925.10

14.7.2 Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm) sqm 1,188.30

14.8 Supplying and fixing new wooden fillets wherever necessary:

14.8.1 2nd class teak wood fillets metre 58.10
14.8.2 Hollock wood fillets metre 52.30
14.9 Renewal of old putty of glass panes (length) metre 40.95
14.10 Refixing old glass panes with putty and nails sqm 532.60
14.11 Fixing old glass panes with wooden fillets (excluding cost of fillets) sqm 495.75
14.12 Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in each 413.85
existing R.C.C. slab, including cutting chase, anchoring clamp to reinforcement
bar, including cleaning, refilling, making good the chase with matching
concrete, plastering and painting the exposed portion of the clamps complete.

14.13 Regrading terracing of mud phaska covered with tiles or brick, in cement mortar sqm 520.35
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 direction of Engineer-in-Charge.

14.14 Replacing sand stone slabs in roofing, laid in cement mortar 1:4 (1 cement : 4
coarse sand), including necessary repairs and cement pointing with same
mortar complete, including disposal of rubbish to dumping ground, all complete
as per direction of Engineer-in-Charge.

14.14.1 Red/ white sand stone slabs 30 to 50 mm thick sqm 971.30

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

14.15.1 Sal wood battens cum 80,156.75

 91

Item Code Description Unit Justified Rate

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

14.16.1 Not exceeding 4.00 metres in length.

14.16.1.1 Sal wood beams cum 84,225.00
14.16.1.2 Hollock wood beams cum 55,142.05
14.16.2 Above 4.00 metres and upto 5.00 metres length.
14.16.2.1 Sal wood beams cum 86,228.80
14.16.2.2 Hollock wood beams cum 57,119.95
14.17 Raking out joints in lime or cement mortar and preparing the surface for re- sqm 52.45
pointing or replastering, including disposal of rubbish to the dumping ground,
all complete as per direction of Engineer-in-Charge.

14.18 Flush pointing with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2%
of integral water proofing compound by weight of cement for flat tile bricks on
top of mud phaska :
14.18.1 With F.P.S. brick tiles sqm 102.20
14.18.2 With modular brick tiles sqm 103.40
14.19 Taking out wind ties from roof including cutting out rusted bolts, nuts etc. and kg 3.95
removing materials to any distance within compound and stacking.

14.20 Fixing of old wind tie with new fittings including painting two or more coats with metre 94.75
anticorrosive bitumastic paint of approved brand & manufacturer over and
including priming coat of ready mixed zinc chromate yellow primer of approved
brand.
14.21 Renewing bottom rail and/or top runner of collapsible gate including making kg 211.80
good all damages and applying priming coat of zinc chromate yellow primer of
approved brand and manufacturer.
14.22 Renewing Wrought iron or M.S. Wheel or roller of steel door or gate
and fitting and fixing the same with necessary clamps, nuts and
bolts/welding and erection etc. complete.
14.22.1 Wheel 50 mm dia and below each 62.55
14.22.2 Wheel above 50 mm dia each 223.70
14.23 Pumping out water caused by springs, tidal or river seepage, broken water kilo litre 166.55
mains or drains and the like.
14.25 Brick work with common burnt clay bricks of class designation 7.5 in mud Cum 5,006.90
mortar
14.26 Providing and fixing 25 mm thick shutters for cup board etc. :
14.26.1 Panelled or panelled & glazed shutters :
14.26.1.1 Superior class teak wood including nickel plated bright finished M.S. piano sqm 4,084.25
hinges with necessary screws.
14.26.1.2 Ist class teak wood including nickel plated bright finished M.S. piano hinges sqm 3,559.95
with necessary screws.
14.26.2 Glazed shutters:
14.26.2.1 Superior class teak wood including nickel plated bright finished M.S. piano sqm 4,007.75
hinges with necessary screws.
14.26.2.2 Ist class teak wood including nickel plated bright finished M.S. piano hinges sqm 3,443.10
with necessary screws.
14.27 Providing and fixing plain jaffri door and window shutters including bright
or/and black enamelled M.S. butt hinges with necessary screws 35x10 mm
laths placed 35 mm apart (frames to be paid separately), including fixing 50x12
mm beading complete with :
14.27.1 Second class teak wood sqm 3,659.50
14.28 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 complete.
14.28.1 20 mm diameter. metre 256.65
14.28.2 25 mm diameter. metre 314.70
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Item Code Description Unit Justified Rate

14.29 Providing and fixing M.S. round or square bars with M.S. flats at required kg 87.05
spacing in wooden frames of windows and clerestory windows.

14.30 Providing joists (karries) including hoisting, fixing in position and applying wood
preservative on unexposed surface etc. complete with :

14.30.1 Sal wood cum 79,270.10

14.30.2 Hollock wood cum 50,481.15
14.31 Providing and fixing bright finished brass single acting spring hinges with
necessary brass screws etc. complete :
14.31.1 150 mm each 570.15
14.31.2 125 mm each 407.55
14.31.3 100 mm each 362.25
14.32 Providing and fixing bright finished brass double acting spring hinges with
necessary brass screws etc. complete :
14.32.1 150 mm each 634.05
14.32.2 125 mm each 541.10
14.32.3 100 mm each 524.85
14.33 Providing and fixing bright finished brass flush bolts with necessary brass
screws etc. complete :
14.33.1 250 mm each 202.10
14.33.2 150 mm each 175.65
14.33.3 100 mm each 129.20
14.34 Providing and fixing 150 mm bright finished floor brass door stopper with each 203.00
rubber cushion, necessary brass screws etc. to suit shutter thickness complete

14.35 Providing and fixing bright finished brass hard drawn hooks and eyes :

14.35.1 300 mm each 75.90

14.35.2 250 mm each 72.90
14.35.3 200 mm each 65.45
14.35.4 150 mm each 52.70
14.35.5 100 mm each 46.30
14.36 Providing and fixing bright finished brass fan light pivot with necessary each 35.65
brass screws etc. complete.
14.37 Providing and fixing 300 mm long bright finished brass chain with hook for fan each 56.70
light including necessary brass screws etc. complete.
14.38 Providing and fixing bright finished brass quadrant stay 300 mm long with each 142.65
necessary brass screws etc. complete.
14.39 Providing and fixing bright finished brass helical door spring (superior quality). each 405.50

14.40 Providing and fixing chromium plated brass butt hinges with necessary
chromium plated brass screws etc. complete.
14.40.1 125x70x4 mm (ordinary type) each 150.80
14.40.2 100x70x4 mm (ordinary type) each 129.55
14.40.3 75x65x4 mm (heavy type) each 143.85
14.40.4 75x40x2.5 mm (ordinary type) each 87.65
14.40.5 50x40x2.5 mm (ordinary type) each 36.55
14.41 Providing and fixing 85x42 mm chromium plated brass pull bolt lock with each 222.65
necessary chromium plated brass screws, nuts, bolts and washers etc.
complete.
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Item Code Description Unit Justified Rate

14.72 Providing and fixing double scaffolding system (cup lock type) on the exterior sqm 255.40
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 payment will be made once irrespective of
duration of scaffolding. Note: - This item to be used for maintenance work
judicially, necessary deduction for scaffolding in the existing item to be done.

14.73 Providing and fixing bright finished brass casement window fasteners or peg kg 420.45
stays to windows/ ventilators with necessary welding and machine screws etc.
complete.
14.74 Providing and fixing 14 mm bright finished brass spring catch to steel centre each 51.55
hung ventilators with necessary welding and machine screws etc. complete.

14.75 Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and sqm 477.25
under, including cutting the patch in proper shape, raking out joints and
preparing plastering the wall surface with white cement based polymer modified
self curing mortar, including disposal of rubbish, all complete as per the
direction of Engineer-In-Charge.

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

14.76 Cleaning and desilting of gully trap chamber, including removal of rubbish each 88.00
mixed with earth etc. and disposal of same, all as per the direction of Engineer-
in-charge.
14.77 Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic metre 249.15
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 line from 150mm dia upto 300mm

14.78 Cleaning of under ground sump, Over Head R.C.C. Tank ( independent staging) sqm 62.80
including disposal of slit and rubbish, all as per direction of Engineer-in-Charge.
The cleaning shall consist following operations:- Tank shall be emptied of water
by pumping & bottom shall be cleaned of silt and other deposits. 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. The treated surface shall be dried using air jetting and all loose
particles shall be removal from the surface. Finally the surface shall be treated
with ultraviolet radiation etc. as per direction of Engineer-in-Charge.

14.79 Disconnecting damaged overhead/terrace PVC water storage tank of any size each 314.80
from water supply line and removing from the terrace including shifting at
ground level as per direction of Engineer-in-charge.
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Item Code Description Unit Justified Rate

14.8 Providing 8i fixing White vitreous china water closet squatting pan (Indian type)
along with ''S" or "P" trap including dismantling of old WC seat and "5" or
"P" trap at site complete with all operations including all necessary
materials, labour and disposal of dismantled material i/c malba, all complete as
per the direction of Engineer-in charge.

14.80.1 Long pattern W.0 Pan of size 580x440 mm each 2,656.65

14.80.2 Orissa pattern W.C Pan of size 580x440 mm each 3,426.95
14.81 Cutting holes of required size in brick masonry wall for fixing of exhaust fan each 213.15
including providing and fixing 300 mm dia PVC pipe conforming BIS-12818 and
making good the same etc. complete as per direction of Engineer-in-charge.

14.82 Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c each 97.00
malba all complete as per directions of Engineer-in-Charge.

14.83 Hacking of CC flooring including cleaning for surface etc. complete as per sqm 2.50
direction of the Engineer-in-Charge.
14.84 Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantled pipes metre 2.45
(within 50 metres lead) as per direction of Engineer- in-Charge.(a) Internal
Work- Exposed on wall
14.85 Taking out existing wooden door shutter, repair by cutting, painting etc. and each 319.65
refixing of repaired door shutters to existing door frames, including replacement
of hinges with screws, etc. as required, all complete as per the direction of the
Engineer-in-charge.
14.86 Providing and laying in situ seven course water proofing treatment with APP sqm 536.85
(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 tiles shall be paid
for separately).

14.87 Providing and laying in situ five course water proofing treatment with APP sqm 396.95
(Atactic Polypropylene) modified Polymeric memberane over roof consisting of
first coat of bitumen primer @ 0.40 litre per sqm, 2nd & 4th courses of bonding
material @ 1.20 kg/sqm, which shall consist of blown type bitumen of grade
85/25 conforming to IS : 702, 3rd layer of roofing membrane APP modified
Polymeric membrane 2.0 mm thick of 3.00 Kg/ sqm weight consisting of five
layers prefabricated with centre core as 100 micron HMHDPE film sandwiched
on both sides with polymeric mix and the polymeric mix is protected on both
side with 20 micron HMHDPE film. 5th, the top most layer shall be finished with
brick tiles of class designation 10 grouted with cement mortar 1:3 (1 cement :
3 fine sand) mixed with 2% integral water proofing compound by weight of
cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and
finished neat (item of laying brick tiles shall be paid for separately).
 95

Item Code Description Unit Justified Rate

14.88 Providing and laying in situ seven course water proofing treatment with APP sqm 639.10
(Atactic Polypropylene) modified Polymeric memberane over roof consisting of
first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of
bonding material @ 1.20 kg/sqm, which shall consist of blown type bitumen of
grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane
APP modified Polymeric membrane 2.0 mm thick of 3.00 Kg/sqm weight
consisting of five layers prefabricated with centre core as 100 micron HMHDPE
film sandwiched on both sides with polymeric mix and the polymeric mix is
protected on both side with 20 micron HMHDPE film. 7th, the top most layer
shall be finished with brick tiles of class designation 10 grouted with cement
mortar 1:3 (1 cement : 3 fine sand) mixed with 2% integral water proofing
compound by weight of cement over a 12 mm layer of cement mortar 1:3 ( 1
cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid
for separately).

14.89 Providing and fixing APP (Atactic Polypropylene Polymer) modified prefabricated
five layer 2 mm thick water proofing membrane, black finished reinforced with
glass fibre matt consisting of a coat of bitumen primer for bitumen membrane
@ 0.40 litre/sqm by the 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 done through the authorised
applicator of the manufacture of membrane.

14.89.1 2mm (for corrugated roof sheets) sqm 394.80

14.90 Providing and laying APP (Atactic Polypropylene Polymer) modified
prefabricated five layer, 3 mm thick water proofing membrane, black finished
reinforced with glass fibre matt consisting of a coat of bitumen primer for
bitumen membrane @ 0.40 litre/sqm by the 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 done
through the authorised applicator of the manufacturer of membrane :

14.90.1 3 mm thick sqm 471.45

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

14.91.1 3 mm thick sqm 497.00

 96

Item Code Description Unit Justified Rate

14.92 Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100% sqm 91.45
polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent
touch by heating the membrane by Butane Torch as per manufactures
recommendation.
14.93 Providing round the clock security guard without gun for watch & ward of each job 1,025.85
Government premises and its all belongings by deploying neatly dressed
security guards in 8 hour's shift including necessary T&P like torch, lathi and
uniform etc.complete,as per the direction of Engineer-in-charge. (One job
means 8 hour's duty).
14.94 Providing round the clock security guard with gun for watch & ward of each job 1,125.70
Government premises and its all belongings by deploying neatly dressed
security guards in 8 hour's shift including necessary T&P like torch, lathi and
uniform etc.complete, as per the direction of Engineer-in-charge.(One job
means 8 hour's duty).
15 DISMANTLING & DEMOLISHING
15.1 Demolishing lime concrete manually/ by mechanical means and disposal of cum 615.05
material within 50 metres lead as per direction of Engineer-in-charge.

15.2 Demolishing cement concrete manually/ by mechanical means including

disposal of material within 50 metres lead as per direction of Engineer - in -
charge.
15.2.1 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) cum 1,758.50
15.2.2 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) cum 1,086.05
15.3 Demolishing R.C.C. work manually/ by mechanical means including stacking of cum 2,565.45
steel bars and disposal of unserviceable material within 50 metres lead as per
direction of Engineer - in- charge.
15.4 Demolishing R.B. work manually/ by mechanical means including stacking of cum 2,295.05
steel bars and disposal of unserviceable material within 50 metres lead as per
direction of Engineer-in- charge.
15.5 Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. sqm 837.30
or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or
R.B. work) as per direction of Engineer-in-charge.

15.6 Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or kg 6.60
R.B. work.
15.7 Demolishing brick work manually/ by mechanical means including stacking of
serviceable material and disposal of unserviceable material within 50 metres
lead as per direction of Engineer-in-charge.

15.7.1 In mud mortar cum 509.15

15.7.2 In lime mortar with old mughal bricks cum 1,288.00
15.7.3 In lime mortar cum 615.05
15.7.4 In cement mortar cum 1,488.10
15.8 Removing mortar from bricks and cleaning bricks including stacking within a
lead of 50 m (stacks of cleaned bricks shall be measured):
15.8.1 From brick work in mud mortar 1000 Nos 3,370.05
15.8.2 From brick work in lime mortar 1000 Nos 3,879.90
15.8.3 From brick work in cement mortar 1000 Nos 4,857.70
15.9 Demolishing stone rubble masonry manually/ by mechanical means including
stacking of serviceable material and disposal of unserviceable material within
50 metres lead as per direction of Engineer-in-charge :

15.9.1 In lime mortar cum 836.55

15.9.2 In cement mortar cum 1,776.10
15.10 Dismantling dressed stone work ashlar face stone work, marble work or precast
concrete work manually/ by mechanical means including stacking of serviceable
and disposal of unserviceable material within 50 metres lead as per direction of
Engineer-in-charge :

15.10.1 In lime mortar cum 1,057.75

15.10.2 In cement mortar cum 2,078.55
 97

Item Code Description Unit Justified Rate

15.11 Removing mortar from and cleaning stones and concrete articles (net quantity
of stacks of cleaned materials will be measured):
15.11.1 In lime mortar cum 346.35
15.11.2 In cement mortar cum 498.55
15.12 Dismantling doors, windows and clerestory windows (steel or wood) shutter
including chowkhats, architrave, holdfasts etc. complete and stacking within 50
metres lead :
15.12.1 Of area 3 sq. metres and below each 267.50
15.12.2 Of area beyond 3 sq. metres each 366.25
15.13 Taking out doors, windows and clerestory window shutters (steel or wood)
including stacking within 50 metres lead :
15.13.1 Of area 3 sq. metres and below each 104.40
15.13.2 Of area beyond 3 sq. metres each 137.55
15.14 Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres
span and 5 metres height including stacking the material within 50 metres lead
:
15.14.1 Of sectional area 40 square centimetres and above cum 3,250.35
15.14.2 Of sectional area below 40 square centimetres metre 13.00
15.15 Extra for dismantling trusses, rafters, purlins etc. of wood work for every
additional span of one metre or part thereof beyond 10 metres :

15.15.1 Of sectional area 40 square centimetres and above cum per 430.30
metre span

15.15.2 Of sectional area below 40 square centimetres metre per 1.20

metre span

15.16 Extra for dismantling trusses, rafters, purlins etc. of wood work for every
additional height of one metre or part thereof beyond 5 metres :

15.16.1 Of sectional area 40 square centimetres and above cum per 624.15
metre span

15.16.2 Of sectional area below 40 square centimetres metre per 2.45

metre span

15.17 Dismantling steel work in single sections including dismembering and stacking
within 50 metres lead in:
15.17.1 R.S. Joists kg 2.50
15.17.2 Channels, angles, tees and flats kg 1.70
15.18 Dismantling steel work in built up sections in angles, tees, flats and channels kg 4.10
including all gusset plates, bolts, nuts, cutting rivets, welding etc. including
dismembering and stacking within 50 metres lead.

15.19 Dismantling steel work manually/ by mechanical means in built up sections kg 2.80
without dismembering and stacking within 50 metres lead as per direction of
Engineer-in-charge.
15.20 Extra for dismantling trusses, rafters, purlins etc. of steel work for every kg per 0.65
additional span of one metre or part thereof beyond 10 metres metre span

15.21 Extra for dismantling trusses, rafters, purlins etc. of steel work for every kg per 0.65
additional height of one metre or part thereof beyond 5 metres. metre height

15.22 Extra for marking of structural steel work required to be re-erected. kg 3.50

15.23 Dismantling tile work in floors and roofs laid in cement mortar including
stacking material within 50 metres lead.
15.23.1 For thickness of tiles 10 mm to 25 mm sqm 53.45
15.23.2 For thickness of tiles above 25 mm and up to 40 mm sqm 82.75
15.24 Demolishing dry brick pitching in floors, drains etc. including stacking of cum 951.90
serviceable material and disposal of unserviceable material within 50 metres
lead :
 98

Item Code Description Unit Justified Rate

15.25 Dismantling stone slab flooring laid in cement mortar including stacking of sqm 192.55
serviceable material and disposal of unserviceable material within 50 metres
lead.
15.26 Demolishing brick tile covering in terracing including stacking of serviceable sqm 76.90
material and disposal of unserviceable material within 50 metres lead.

15.27 Demolishing mud phaska in terracing and disposal of material within 50 CUM 660.40
metres lead.
15.28 Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking
the material within 50 metres lead of:
15.28.1 G.S. Sheet sqm 119.90
15.28.2 Asbestos Cement sheet sqm 56.15
15.29 Dismantling stone slab roofing over wooden karries or R.C.C. battens cum 1,925.30
(dismantling karries and battens to be paid for separately), including stacking
of serviceable material and disposal of unserviceable material within 50 metres
lead.
15.30 Dismantling jack arch roofing and floors including stacking of serviceable sqm 183.45
material and disposal of unserviceable material within 50 metres lead.

15.31 Dismantling tiled roofing with battens, boarding etc. complete including sqm 151.70
stacking of serviceable material and disposal of unserviceable material within
50 metres lead.
15.32 Demolishing thatch roofing including mats, bamboo, jaffari etc. complete sqm 41.75
including stacking of serviceable material and disposal of unserviceable material
within 50 metres lead.
15.33 Dismantling wooden ballies in posts and struts including stacking within metre 15.15
50metres lead.
15.34 Dismantling and stacking within 50 metres lead, fencing posts or struts
including all earth work and dismantling of concrete etc. in base of:

15.34.1 T' or 'L' iron or pipe each 168.70

15.34.2 R.C.C. each 178.90
15.35 Cutting ballies or wooden posts of fencing at the point of projection above the each 10.25
concrete or ground and stacking the same within 50 metres lead.

15.36 Dismantling barbed wire or flexible wire rope in fencing including making rolls kg 26.60
and stacking within 50 metres lead.
15.37 Dismantling wooden trellis work excluding frames but including stacking the sqm 47.00
serviceable material within 50 metres lead.
15.38 Dismantling expanded metal or I.R.C. fabrics with necessary battens and sqm 54.90
beading including stacking the serviceable material within 50 metres lead.

15.39 Dismantling wooden boardings in lining of walls and partitions, excluding

supporting members but including stacking within 50 metres lead :

15.39.1 Up to 10 mm thick sqm 44.35

15.39.2 Thickness above 10 mm up to 25 mm sqm 56.50
15.39.3 Thickness above 25 mm up to 40 mm sqm 65.70
15.40 Dismantling precast concrete or stone slabs in walls, partition walls etc.
including stacking within 50 metres lead :
15.40.1 Thickness up to 40 mm sqm 209.40
15.40.2 Thickness above 40 mm up to 75 mm sqm 313.75
15.41 Dismantling cement asbestos or other hard board ceiling or partition walls sqm 41.05
including stacking of serviceable materials and disposal of unserviceable
materials within 50 metres lead.
15.42 Dismantling C.I. or asbestos rain water pipe with fittings and clamps including
stacking the material within 50 metres lead :
15.42.1 75 to 80 mm dia pipe metre 54.65
15.42.2 100 mm dia pipe metre 56.35
15.42.3 150 mm dia pipe metre 58.00
15.43 Dismantling manually/ by mechanical means including stacking of serviceable
material and disposal of unserviceable material within 50 metres lead as per
direction of Engineer-in-charge :
 99

Item Code Description Unit Justified Rate

15.43.1 Water bound macadam road sqm 157.35
15.43.2 bituminous road sqm 309.80
15.44 Dismantling G.I. pipes (external work) including excavation and refilling
trenches after taking out the pipes, manually/ by mechanical means including
stacking of pipes within 50 metres lead as per direction of Engineer-in-charge :

15.44.1 15 mm to 40 mm nominal bore metre 108.65

15.44.2 Above 40 mm nominal bore metre 117.50
15.45 Dismantling C.I. pipes including excavation and refilling trenches after taking
out the pipes, manually/ by mechanical means breaking lead caulked
joints, melting of lead and making into blocks including stacking of pipes & lead
at site within 50 metre lead as per direction of Engineer-in-charge:

15.45.1 Up to 150mm diameter metre 241.60

15.45.2 Above 150 mm dia up to 300 mm dia metre 332.05
15.45.3 Above 300 mm diameter metre 446.80
15.46 Dismantling steel cylinder R.C. pipes including excavation and refilling trenches
after taking out the pipes, manually/ by mechanical means breaking lead
caulked joints, melting of lead and making into blocks including stacking of
pipes & lead at site within 50 metres lead as per direction of Engineer-in-charge
:
15.46.1 Up to 600 mm diameter metre 504.35
15.46.2 Above 600 mm diameter metre 1,272.00
15.47 Dismantling asbestos cement pressure pipes including excavation and refilling
trenches after taking out the pipes manually/ by mechanical means and
stacking the pipes within 50 metres lead as per direction of Engineer-in-charge
:
15.47.1 Up to 150 mm diameter metre 240.00
15.47.2 Above 150 mm diameter metre 291.20
15.48 Taking out C.I. cover with frame from R.C.C. top slab of manholes of various each 504.75
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 SO metres lead as per direction of Engineer-in-charge.

15.49 Taking out C.I. cover with frame from R.C.C. top slab of inspection chambers of each 294.50
various sizes including demolishing of R.C.C. work manually/ by mechanical
means and stacking of useful materials near the site and disposal of
unserviceable materials within 50 metres lead as per direction of Engineer-in-
charge.
15.50 Dismantling of R.C.C. spun vent shaft including excavating the cement concrete each 3,391.75
pit completely, taking out the shaft, refilling the excavated gap, stacking the
useful materials near the site and disposal of unserviceable materials within 50
metres lead.
15.51 Dismantling of road gully chamber of various sizes including C.I. grating with each 693.45
frame including stacking of useful materials near the site and disposal of
unserviceable materials within 50 metres lead including refilling the excavated
gap.
15.52 Dismantling of flushing cistern of all types (C.I /PVCNitrious China) including each 81.70
stacking of useful materials near the site and disposal of unserviceable
materials within 50 metres lead.
15.53 Dismantling of C.I. sluice valve including stacking of useful materials within a
lead of 50 metres
15.53.1 Up to 150 mm diameter each 237.25
15.53.2 Above 150 mm diameter each 877.60
15.54 Dismantling of spindle fire hydrant including stacking of useful materials within each 537.90
50 metres lead.
15.55 Dismantling of cement concrete platform along with curtain walls and base
concrete etc. including stacking of useful materials near the site and disposal of
unserviceable materials within 50 metres lead :

15.55.1 120 x 120 cm (2utside to outside) each 797.50

 100

Item Code Description Unit Justified Rate

15.55.2 210x 120 cm (outside to outside) each 1,223.15
15.55.3 320 x 120 cm (outside to outside) each 1,731.35
15.56 Dismantling old plaster or skirting raking out joints and cleaning the surface for sqm 39.60
plaster including disposal of rubbish to the dumping ground within 50 metres
lead.
15.57 Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and sqm 41.05
false ceiling including disposal of unserviceable material and stacking of
serviceable material with in 50 meters lead as directed by Engineer-in-charge.

15.58 Demolishing R.C.C. work by mechanical means and stockpiling at designated cum 2,052.40
locations and disposal of dismantled materials up to a lead of 1 kilometre,
stacking serviceable and unserviceable material separately including cutting
reinforcement bars.
15.59 Dismantling of flexible pavement (bituminous courses) by mechanical means cum 304.35
and disposal of dismantled material up to a lead of 1 kilometre, as per direction
of Engineer-in-charge.
15.60 Disposal of building rubbish / malba / similar unserviceable, dismantled or cum 190.40
waste materials by mechanical means, including loading, transporting,
unloading to approved municipal dumping ground or as approved by Engineer-
in-charge, beyond SO m initial lead, for all leads including all lifts involved.

16 ROAD WORK
16.1 Preparation and consolidation of sub grade with power road roller of8 to 12 sqm 158.40
tonne capacity after excavating earth to an average of 22.5cm depth, dressing
to camber and consolidating with road rollerincluding making good the
undulations etc. and re-rolling the subgrade and disposal of surplus earthwith
lead upto 50 metres.
16.2 Extra for compaction of earth work in embankment under optimummoisture cum 18.25
conditions to give at least 95% of the maximum dry density(proctor density).

16.3 Supplying and stacking at site.

16.3.1 90 mm to 45 mm size stone aggregate cum 1,798.20
16.3.2 63 mm to 45 mm size stone aggregate cum 1,828.40
16.3.3 53 mm to 22.4 mm size stone aggregate cum 1,833.05
16.3.4 Over burnt (Jhama) brick aggregate 120 mm to 40 mm cum 845.80
16.3.5 Over burnt (Jhama) brick aggregate 90 mm to 45 mm cum 903.85
16.3.6 Stone screening 13.2 mm nominal size (Type A) cum 1,619.05
16.3.7 Stone screening 11.2 mm nominal size (Type B) cum 1,793.30
16.3.8 Red bajri cum 1,351.90
16.3.9 Good earth cum 544.60
16.3.10 Moorum cum 771.15
16.4 Laying, spreading and compacting stone aggregate of specified sizesto WBM cum 761.50
specifications in uniform thickness, hand picking, rollingwith 3 wheeled
road/vibratory roller 8-10 tonne capacity in stages toproper grade and camber,
applying and brooming requisite type ofscreening / binding material to fill up
interstices of coarse aggregate,watering and compacting to the required density
.

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

16.5.1 Over burnt (Jhama) brick aggregate 120 mm to 40 mm cum 638.40

16.5.2 Over burnt (Jhama) brick aggregate 90 mm to 45 mm cum 638.40
16.6 Supplying, stacking and Spreading 6 mm thick red bajri, wateringand rolling
complete including preparation of the surface and rolling.

16.6.1 With road roller/ hand roller sqm 19.10

 101

Item Code Description Unit Justified Rate

16.7 Brick edging in full brick width and half brick depth includingexcavation, refilling
and disposal of surplus earth lead upto 50 metres.

16.7.1 With common burnt clay F.P.S. (non modular) bricks ofclass designation 7.5 metre 158.05

16.8 Brick edging laid lengthwise with half brick depth including excavation,refilling
and disposal of surplus earth lead upto 50 metres :

16.8.1 With common burnt clay F.P.S. (non modular) bricks ofclass designation 7.5 metre 43.85

16.9 Scarifying metalled (water-bound) road surface including disposal ofrubbish, sqm 24.10
lead upto 50 m and consolidation of the aggregate receivedfrom scarifying with
power road roller of 8 to 10 tonne capacity.

16.10 Making bajri path including preparation of subgrade, supplying and laying sqm 162.00
brick aggregate of 50 mm nominal size 7.5 cm deep with blinding material
consisting of 12 mm moorum and 12 mm red bajri consolidated with road roller.

16.11 Dry stone pitching 22.5 cm thick including supply of stones andpreparing sqm 728.45
surface complete.
16.12 Dry brick pitching half brick thick in drains including supply of bricksand
preparing the surface complete :
16.12.1 With common burnt clay F.P.S. (non modular) bricks ofclass designation 7.5 sqm 532.45

16.13 Cutting road and making good the same including supply of extra quantities of
materials i.e. aggregate, moorum screening, red bajri and labour required.

16.13.1 bituminous portion cum 3,657.80

16.13.2 Water bound macadam curt 2,293.40
16.14 Cutting bajri paths and making good the same including supply ofextra sqm 212.50
quantities of brick aggregate, moorum and red bajri required.

16.15 Supplying at site:

16.15.1 R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement: 1.5 cum 26,360.90
coarsesand : 3 graded stone aggregate 12.5 mm nominal size) with wooden
plugs or 6rnm bar nibs wherever required as per direction of Engineer-in-
charge (cost of earth works in excavation, concrete works in foundation to be
paid separately).

16.15.2 Welded steel wire fabric of required width havingrectangular mesh painted with kg 64.60
two or more coats of enamelpaint of approved shade over a coat of primer
(Priming &Painting to be paid for separately).
16.16 Supplying and fixing turn buckles and straining bolts for barbed wire fencing each set 213.95

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

16.17.1 With G.I. barbed wire metre 11.00

16.18 Fencing with angle iron post placed at required distance embeddedin cement
concrete blocks, every 15th post, last but one end postand corner post shall be
strutted on both sides and end post on oneside only and provided with
horizontal lines and two diagonalsinterwoven with horizontal wires, of barbed
wire weighing 9.38 kg per100 m (minimum), between the two posts fitted and
fixed with G.I.staples, turn buckles etc. complete. (Cost of posts, struts,
earthwork and concrete work to be paid for separately). Payment to bemade
per metre cost of total length of barbed wire used.

16.18.1 With G.I. barbed wire metre 17.35

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Item Code Description Unit Justified Rate

16.19 Supplying at site Angle iron post & strut of required size includingbottom to be kg 87.30
split and bent at right angle in opposite direction for 10cm length and drilling
holes upto 10 mm dia. etc. complete.

16.20 Welded steel wire fabric fencing with posts of specified material andof standard sqm 49.80
design placed and embedded in cement concrete blocks45x45x 60 cm of mix
1:5:10 (1 cement:5 fine sand : 10 graded stoneaggregate 40 mm nominal
size), every 15th post, last but one endpost and corner post shall be strutted on
both sides and end post onone side only and struts embedded in cement
concrete blocks70x45x50 cm of the same mix, provided with welded steel wire
fabricfixed between the posts fitted and fixed with G.I. staples on woodenplugs
or tied to 6 mm bar nibs with G.I. binding wire (cost of posts,welded steel wire
fabric, painting, earth work in excavation andconcrete to be paid for
separately).

16.21 Engraving letters in hard stone per 8.25

cmheightper
letter
16.22 Providing and fixing 15x15x90 cm boundary stone of hard stone withtop 30 cm each 193.90
chisel dressed on all four sides including top (cost ofexcavation, refilling and
concrete etc. to be paid for separately).
16.23 Providing and fixing 15 cm dia at top, 20 cm at bottom and 90 cm high precast each 659.20
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 fnishing smooth with cement mortar 1:3 (1 cement : 3 fne sand)
(cost of excavation, refilling and concreting to be paid for separately).

16.24 Providing and fixing precast reinforced cement concrete 1:1.5:3 (1 cement :
1.5 coarse sand : 3 graded stone aggregate 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 lettering etc. which shall be paid for separately_

16.24.1 35x111x25 cm size each 2,332.85

16.24.2 50x152.5x25 cm size each 4,208.65
16.24.3 35x93.5x18 cm size each 1,564.80
16.25 Surface dressing on new surface with paving bitumen of grade VG -10 of sqm 155.30
approved quality using 2.25 kg of bitumen per sqm with 1.65cum of stone
chippings 13.2 mm nominal size per 100 sqm ofroad surface, including
consolidation with road roller of 6 to 8 tonnecapacity etc. complete:

16.26 Surface dressing on new surface in two coats with bitumen of gradeVG -10 of sqm 216.25
approved quality using 1.8 kg of bitumen per sqm with 1.5cum of stone
chippings 13.2 mm nominal size per 100 sqm of roadsurface 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 ofroad surface for second coat, including
consolidation of each coatseparately with road roller of 6 to 8 tonne capacity
etc. complete.

16.27 Surface dressing on old surface with hot bitumen of grade VG - 10 ofapproved sqm 120.10
quality using 1.95 kg of bitumen per sqm with 1.50 cum ofstone chippings 11.2
mm nominal size per 100 sqm of road surface,including consolidation with road
roller of 6 to 8 tonne capacity, etc. complete.

16.28 Surface dressing one coat on new surface with bitumen of specifiedgrade at a
rate of 1.95 kg/sqm of surface area with 1.5 cum of stonechippings 13.2 mm
nominal size per 100 sqm of road surface,including consolidation with road
roller of 6 to 8 tonne capacity , etc. complete.

16.28.1 Using bitumen emulsion (minimum 50% bitumen content-RS grade conforming sqm 148.00
to IS : 8887)
16.29 Surface dressing one coat on old surface with bitumen of specifiedgrade at the
rate of 1.22 kg/ sqm of surface area with 1.10 cum ofstone chippings 11.2 mm
nominal size per 100 sqm of road surface,including consolidation with road
roller of 6 to 8 tonne capacity etc. complete.
 103

Item Code Description Unit Justified Rate

16.29.1 Using bitumen emulsion (minimum 50% bitumen content-RS grade conforming sqm 93.65
to IS : 8887)
16.30 Providing and applying tack coat using hot straight run bitumen ofgrade VG -
10, including heating the bitumen, spraying the bitumenwith mechanically
operated spray unit fitted on bitumen boiler,cleaning and preparing the existing
road surface as perspecifications :

16.30.1 On W.B.M. @ 0.75 Kg / sqm sqm 39.40

16.30.2 On bituminous surface @ 0.50 Kg / sqm sqm 31.95
16.31 Providing and applying tack coat using bitumen emulsion conformingto IS:8887,
using emulsion pressure distributer including preparingthe surface & cleaning
with mechanical broom.
16.31.1 With rapid setting bitumen emulsion
16.31.1.1 On W.B.M / W.M.M. @ 0.4kg/sqm sqm 10.10
16.31.1.2 On bituminous surface @ 0.25kg/sqm sqm 6.85
16.31.2 With medium setting bitumen emulsion
16.31.2.1 On W.B.M / W.M.M. @ 0.4kg/sqm sqm 14.20
16.31.2.2 On bituminous surface @ 0.25kg/sqm sqm 9.45
16.32 2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stonechippings of
13.2 mm size and 11.2 mm size respectively per 100sqm and 52 kg and 56 kg
of hot bitumen per cum of stone chippingsof 13.2 mm and 11.2 mm size
respectively, including a tack coatwith hot straight run bitumen, including
consolidation with road rollerof 6 to 9 tonne capacity etc. complete (tack coat to
be paid for separately).

16.32.1 With paving Asphalt grade VG - 10 heated and then mixedwith solvent at the sqm 165.10
rate of 70 grams per kg of asphalt
16.32.2 With paving Asphalt grade VG - 30 with no solvent sqm 184.40
16.32.3 With Refinery Modified Bitumen CRMB 55 conforming toIRC: SP: 53 sqm 170.95
16.33 2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum ofstone chippings
of 13.2 mm and 11.2 mm size respectively per 100sqm and 52 kg and 56 kg of
hot bitumen per cum of stone chippingsof 13.2 mm and 11.2 mm size
respectively, including a tack coatwith hot straight run bitumen, including
consolidation with road rollerof 6 to 9 tonne capacity etc. complete (tack coat to
be paid for separately).

16.33.1 With paving Asphalt grade VG - 10 heated and then mixedwith solvent at the sqm 198.00
rate of 70 grams per kg of asphalt
16.33.2 With paving Asphalt grade VG - 30 with no solvent sqm 222.10
16.33.3 With Refinery Modified Bitumen CRMB 55 conforming toIRC: SP: 53 sqm 205.30
16.34 2 cm premix carpet surfacing with 2.4 cum of stone chippings 11.2mm nominal sqm 148.20
size per 100 sqm and bitumen emulsion (medium settingmin. 65% bitumen
content) complying with IS : 8887, using 96 kgper cum of chippings, including
consolidation with road roller of 6 to9 tonne capacity etc. complete.

16.35 2.5 cm premix carpet surfacing with 3 cum of stone chippings 10mm nominal sqm 178.70
size per 100 sqm and bitumen emulsion (medium settingmin. 65% bitumen
contents) complying with IS : 8887, using 96 kgper cum of chippings of road
surface, including consolidation withroad roller etc complete.

16.36 Providing and laying Bitumen Penetration Macadam with hard stoneaggregate of
quality, size and grading as specified, with bitumen ofsuitable penetration
grade, including required key aggregate asspecified, spreading coarse
aggregate with the help of self propelled/tipper tail mounted aggregate
spreader and applying bitumen by apressure distributor and then spreading key
aggregate with the helpof aggregate spreader complete, including consolidation
with roadroller of minimum 8 to 10 tonne capacity to achieve specified valuesof
compaction and surface accuracy :

16.36.1 For 50mm compacted thickness using coarse aggregateof size 50-20 mm sqm 384.30
graded @ 0.60 cum per 10 sqm keyaggregate of size 12.5 mm graded @ 0.15
cum per 10sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10sqm.
 104

Item Code Description Unit Justified Rate

16.36.2 For 75 mm compacted thickness in two layers using stoneaggregate of size 63- sqm 582.60
41 mm graded @ 0.90 cum per 10sqm key aggregate of size 20.0 mm graded
@ 0.18 cumper 10 sqm. With paving asphalt grade VG - 10 @ 68 kg/10 sqm.

16.37 Providing and laying bitumen mastic wearing course (as perspecifications) with
industrial bitumen of grade 85/25 conforming toIS : 702, prepared by using
mastic cooker and laid to required leveland slope, including providing antiskid
surface with bitumen precoatedfine grained hard stone chipping of approved
size at the rate of 0.005cum per 10 sqm and at approximate spacing of 10 cm
centre tocentre in both directions, pressed into surface protruding 1 mm to
4mm over mastic surface, including cleaning the surface, removal ofdebris etc.
all complete. (Considering bitumen using 10.2% as perMORTH specification).

16.37.1 25 mm thick sqm 647.55

16.37.2 40 mm thick sqm 1,034.95
16.38 2.5 cm thick bitumastic sheet with hot bitumen of approved quality,using stone
chippings (60% with 12.5 mm nominal size and 40%with 10 mm nominal size)
@ 1.65 cum per 100 sqm and coarsesand @ 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 atack coat with hot straight run bitumen, including consolidationwith
road roller of 8 to 10 tonne etc. complete. (tack coat to be paid separately) :

16.38.1 With paving Asphalt grade VG - 10 heated and thenmixed with solvent at the sqm 235.00
rate of 70 grams per kg ofasphalt
16.38.2 With paving Asphalt grade VG - 30 sqm 275.60
16.38.3 With Refinery Modified Bitumen CRMB 55 conformingto IRC: SP : 53 sqm 247.30

16.39 4 cm thick bitumastic sheet with hot bitumen of approved quality,using stone
chippings (60% with 12.5 mm nominal size and 40%with 10 mm nominal size)
@ 2.60 cum per 100 sqm and coarsesand @ 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 atack coat with hot straight run bitumen, including consolidationwith
road roller of 8 to 10 tonne etc. complete. (tack coat to be paid separately) :

16.39.1 With paving Asphalt grade VG - 10 heated and then mixedwith solvent at the sqm 351.60
rate of 70 grams per kg of asphalt
16.39.2 With paving asphalt grade VG - 30 with no solvent sqm 415.65
16.39.3 With Refinery Modified Bitumen CRMB 55 conforming toIRC: SP : 53 sqm 371.05

16.40 Providing and laying seal coat of premixed fine aggregate ( passing2.36 mm sqm 57.40
and retained on 180 micron sieve) with bitumen using 128kg of bitumen of
grade VG - 10 bitumen per cum of fine aggregateand 0.60 cum of fine
aggregate per 100 sqm of road surface, includingrolling and finishing with road
roller all complete.
16.41 Providing and laying seal coat over prepared surface of road withbitumen sqm 96.65
heated in bitumen boiler fitted with the spray set sprayingusing 98 kg of
bitumen of grade VG - 10 and blinding surface with0.90 cum of stone aggregate
of 6.7 mm size (Passing 11.2 mmsieve and retained on 2.36 mm sieve) per 100
sqm of road surface,including rolling and finishing with power road roller all
complete.Note: Seal coat items to be operated only with the prior approval
ofchief Engineer concerned.

16.42 Cement concrete 1:2:4 (1 cment: 2 coarse sand : 4 graded stone aggregate 40 cum 6,692.10
mm nominal size) in pavements, laid to required slope and camber in panels as
required including consolidation, finishing and tamping complete.
 105

Item Code Description Unit Justified Rate

16.43 Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi
tracks/ runways, using cement content as per design mix, using coarse sand
and graded stone aggregate of 40 mm nominal size in appropriate
proportions as per approved & specified design criteria, providing dowel bars
with sleeve/ tie bars wherever required, laying at site, spreading and
compacting mechanically by using needle and surface vibrators, levelling to
required slope/ camber, finishing with required texture, including steel form
work with sturdy M.S. channel sections, curing, making provision for
contraction/ expansion, construction & longitudinal joints (10 mm wide x 50
mm deep) by groove cutting machine, providing and filling joints with approved
joint filler and sealants, complete all as per direction of Engineer-in-charge
(Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid
separately).
Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less
cement used as per design mix is payable/ recoverable separately.

16.43.1 Cement concrete prepared with batch mixing machine cum 8,546.80
16.43.2 Cement concrete manufactured in automatic batchingplant (RMC plant) i/c cum 8,980.05
transportation to site in transitmixer
16.44 Extra for providing and mixing hardening compound of approved qualityas per litre 41.80
manufacturer's specification in cement concrete.
16.45 Providing and fixing pre-moulded joint filler in expansion joints ofRCC roads / per cmdepth 4.05
CC pavements after making the joints dust free withhigh pressure air jet percm
cleaners, all complete as per direction of theEngineer-in-Charge. (Pre-moulded widthper
joint fillers shall be made of bitumenhot sealing compound impregnated fibre metrelength
board having impregnationmore than 35%, conforming to IS:1838 for fibre
board and IS: 1834for hot sealing bitumen compound grade A.)

16.46 Providing and filling in position rubberized bitumen hot sealingcompound for
sealing of expansion joints in roads / pavements allcomplete as per direction of
the Engineer-in-Charge.
16.46.1 Using grade 'A' sealing compound conforming to IS: 1834. per cmdepth 6.55
percm
widthper
metrelength

16.47 Painting runway/taxi track/apron marking with adequate nos of coatsto give
uniform finish with road marking paint of superior make asapproved by the
Engineer-in-charge, i/c cleaning the surface of aildirt, scales, oil, grease and
other foreign material etc. and lining out complete.

16.47.1 New work (Two or more coats) sqm 139.20

16.47.2 Old work (One or more coats) sqm 89.25
16.48 Painting road surface marking with adequate nos of coats to giveuniform finish
with ready mixed road marking paint conforming to IS: 164, on bituminous
surface in white/yellow shade, including cleaningthe surface of all dirt, scales,
oil, grease and foreign material etc. complete.

16.48.1 New work (Two or more coats) sqm 211.00

16.48.2 Old work (One or more coats) sqm 138.55
16.49 Making bell mouth opening/ entrance of size 100x50x50 cm for drainage pipe each 2,477.95
under footpath, including providing cement concrete 1:3:6 (1 cement : 3
coarse sand : 6 graded stone aggregate 20 mm nominal size) for shape of bell
mouth, including plastering providing and fixing precast R.C.C./ S.F.R.C.
slab including plastering with cement mortar 1:3 (1 cement : 3 fine sand) of
6 mm thickness on exposed surface of the slab & bell mouth including centring,
shuttering & neat cement punning inside the bell mouth etc. all complete
 106

Item Code Description Unit Justified Rate

16.50 Providing and fixing Glow studs of size 100x20 mm made of heavyduty body each 153.35
shall be moulded ASA (Acrylic styrene Acryloretrite ) orHIP (High impact
polystyrene) or ABS having electronically weldedmicro- prismatic lens with
abrasion resistant coating as approved byEngineer in charge. The glow stud
shall support a load of 13635 kgtested in accordance with ASTM D4280. The
slope of retro- reflectivesurface shall be 35 (+/-5) degress to base .The
reflective panels onboth sides with at least 12 cm of reflective area up each
side. Theluminance intensity should be as per the specification and shall
betested as described in ASTM I: 809 as recommended in BS: 873part 4 :
1973. The studs shall be fixed to the Road surface using theadhesive
conforming to IS, as per procedure recommended by themanufacturer complete
and as per direction of Engineer-in-charge.

16.51 Preparation of sub-base road pavement with commercial dry lime(slaked), fly
ash stabilised soil with a mix of 3% lime, 12% fly ashand 85% local suitable soil
by weight, so as to achieve minimumfield C.B.R. of 20, including mixing, rolling
with road roller curing etc. all complete.

16.51.1 Minimum thickness 15 cm cum 1,157.40

16.52 Providing and fixing precast lime fly ash concrete blocks 1:2:3:6 (1lime: 2 fly cum 10,786.10
ash : 3 coarse sand : 6 graded stone aggregate 20 mmnominal size), including
finishing with 10mm thick cement mortar1:3 (1 cement : 3 coarse sand) in foot
paths, including preparation ofsub grade with a hand rammer, laying 10 mm
thick leveling course offine sand (jamuna sand) and filling the joints with fine
sand.

16.53 Providing and fixing concertina coil fencing with punched tapeconcertina coil metre 265.75
600 mm dia 10 metre openable length ( total length90 m), having 50 nos
rounds per 6 metre length, upto 3 m height ofwall with existing angle iron 'Y'
shaped placed 2.4m or 3.00 m apartand with 9 horizontal R.B.T. reinforced
barbed wire, stud tied withG.I. staples and G.I. clips to retain horizontal,
including necessarybolts or G.I. barbed wire tied to angle iron, all complete as
per directionof Engineer-in-charge, with reinforced barbed tape(R.B.T.) /
Springcore (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mmwith
tape (0.52 mm thick) and weight 43.478 gm/ metre (cost ofM.S. angle, C.C.
blocks shall be paid separately)

16.54 Providing and laying Dense Graded Bituminous Macadam usingcrushed stone
aggregates of specified grading, premixed withbituminous binder and filler,
transporting the hot mix to work site bytippers, laying with paver finisher
equiped with electronic sensor tothe required grade, level and alignment and
rolling with smoothwheeled, vibratory and tandem rollers as per specifications
to achievethe desired compaction and density, complete as per specificatonsand
directions of Engineer-in-Charge.

16.54.1 50 to 100 mm average compacted thickness with bitumenof grade VG-30 @ 5% cum 9,087.85
(percentage by weight of total mix)and lime filler @ 2% (percentage by weight
of Aggregate)prepared in Batch Type Hot Mix Plant of 100-120 TPHcapacity.

16.54.2 50 to 100 mm average compacted thickness with bitumenof grade VG-30 @ 5% cum 9,016.40
(percentage by weight of total mix)and lime filler @ 2% (percentage by weight
of Aggregate)prepared in Drum Type Hot Mix Plant of 60-90 TPHcapacity.

16.55 Providing and laying bituminous macadam using crushed stoneaggregates of

specified grading premixed with bituminous binder,transported to site by
tippers, laid over a previously prepared surfacewith paver finisher equiped with
electronic sensor to the requiredgrade, level and alignment and rolling with
smooth wheeled, vibratoryand tandem rollers as per specifications to achieve
the desiredcompaction and density, complete as per specificatons and
directionsof Engineer-in-Charge.

16.55.1 50 to 100 mm average compacted thickness with bitumenof grade VG-30 @ cum 7,259.55
3.50% (percentage by weight of totalmix) prepared in Batch Type Hot Mix
Plant of 100-120TPH capacity.
 107

Item Code Description Unit Justified Rate

16.55.2 50 to 100 mm average compacted thickness with bitumenof grade VG-30 @ cum 7,191.55
3.50% (percentage by weight of totalmix) prepared in Drum Type Hot Mix
Plant of 60-90 TPHcapacity.
16.56 Providing and laying semi- dense Bituminous concrete using crushedstone
aggregates of specified grading, premixed with bituminousbinder and filler,
transporting the hot mix to work site by tippers,laying with paver finisher
equiped with electronic sensor to the requiredgrade, level and alignment and
rolling with smooth wheeled, vibratoryand tandem rollers to achieve the desired
compaction and densityas per specification, complete and as per directions of
Engineer-in-Charge.

16.56.1 25 mm compacted thickness with bitumen of grade VG-30 @ 5% (percentage sqm 226.20
by weight of total mix) and limefiller @ 2% (percentage by weight of
Aggregate) preparedin Batch Type Hot Mix Plant of 100-120 TPH capacity.

16.56.2 25 mm compacted thickness with bitumen of grade VG-30 @ 5% (percentage sqm 224.40
by weight of total mix) and limefiller @ 2% (percentage by weight of
Aggregate) preparedin Drum Type Hot Mix Plant of 60-90 TPH capacity.

16.57 Providing and laying Bituminous concrete using crushed stoneaggregates of

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

16.57.1 40/50 mm compacted thickness with bitumen of gradeVG-30 @ 5.5% cum 9,817.70
(percentage by weight of total mix) andlime filler @ 3% (percentage by weight
of Aggregate)prepared in Batch Type Hot Mix Plant of 100-120 TPHcapacity.

16.57.2 40/50 mm compacted thickness with bitumen of gradeVG-30 @ 5.5% cum 10,276.45
(percentage by weight of total mix) andlime filler @ 3% (percentage by weight
of Aggregate) andwaste plastic additive @ 8% (percentage by weight
ofbitumen) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.

16.57.3 40/50 mm compacted thickness with bitumen of gradePMB-40 @ 5.5% cum 9,035.05
(percentage by weight of total mix) andlime filler @ 3% (percentage by weight
of Aggregate)prepared in Batch Type Hot Mix Plant of 100-120 TPHcapacity.

16.57.4 40/50 mm compacted thickness with bitumen of gradeCRMB-60 @ 5.5% cum 8,463.15
(percentage by weight of total mix)and lime filler @ 3% (percentage by weight
of Aggregate)prepared in Batch Type Hot Mix Plant of 100-120 TPHcapacity.

16.57.5 40/50 mm compacted thickness with bitumen of gradeVG-30 @ 5.5% cum 9,744.75
(percentage by weight of total mix) andlime filler @ 3% (percentage by weight
of Aggregate)prepared in drum Type Hot Mix Plant of 60-90 TPHcapacity.

16.57.6 40/50 mm compacted thickness with bitumen of gradeVG-30 @ 5.5% cum 10,203.50
(percentage by weight of total mix) andlime filler @ 3% (percentage by weight
of Aggregate) andwaste plastic additive @ 8% (percentage by weight
ofbitumen) prepared in drum Type Hot Mix Plant of 60-90TPH capacity.

16.57.7 40/50 mm compacted thickness with bitumen of gradePMB-40 @ 5.5% cum 8,962.10
(percentage by weight of total mix) andlime filler @ 3% (percentage by weight
of Aggregate)prepared in drum Type Hot Mix Plant of 60-90 TPHcapacity.

16.57.8 40/50 mm compacted thickness with bitumen of gradeCRMB-60 @ 5.5% cum 8,390.15
(percentage by weight of total mix)and lime filler @ 3% (percentage by weight
of Aggregate)prepared in Drum Type Hot Mix Plant of 60-90 TPHcapacity.
 108

Item Code Description Unit Justified Rate

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

16.59.1 Mandatory/ Regulatory sign boards of 900 mm diametre with support Each 5,655.75
length of 3750 mm
16.59.2 Cautionary /warning sign boards of equilateral triangular shape having Each 4,301.95
each side of 900 mm with support length of 3650 mm

16.60 Manufacturing, supplying and fixing retro reflective overhead signageboards

made up of 2 mm thick aluminium sheet, face to be fullycovered with high
intensity and encapsulated lens type heat activatedretro reflective sheeting
conforming to type - III of ASTM-D-4956-01as approved by Engineer-in-charge,
letters, borders etc. as per IRC: 67-2001 in silver white with blue colour back
ground and with highintensity grade, pasted on substrate by pressure sensitive
adhesivebacking which shall be activated by applying pressure conforming
toclass II of ASTM-D-4956-01 and fixing the same to the plate ofstructural
frame work by means of suitable sized aluminium alloys,rivets or bolts & nuts @
300 mm centre to centre all along theperiphery as well as in two vertical rows
along with theft resistantmeasures, including the cost of painting with two or
more coats ofepoxy paint in grey colour on the back side of aluminium
sheetincluding appropriate priming coat. The rate includes the cost ofrounding
off the corners, lowering down the structural frame workfrom 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 providedseparately. Rectangular area of the sheet only shall be
measured for payment).

16.60.1 Overhead informatory road signage sqm 4,872.20

16.61 Providing Retro-reflective regulatory sign board of size 900 mm dia meter made Each 6,368.05
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-
incharge . Letter, symbols, borders etc. will be as per IRC - 67 with required
colour scheme on the boards and with the high intensity grade A. The
aluminium sheet to be riveted to M.S. frame of angle iron of size 40x40x4 mm.
The boards will be fixed to 1 No. 50x50 mm square post made of M.S. angle
50x50x4 mm, 4 m long welded to the frame with adequate anti-theft
arrangement .Sheet work to be painted with two or more coats of synthetic
enamel paint over an under coat (primer) and back side of aluminium sheet to
be painted with two or more coats of epoxy paint including appropriate
priming coat complete in all respects as per direction of Engineer-in-charge.
 109

Item Code Description Unit Justified Rate

16.62 Providing and applying 2.5 mm thick road marking strips (retro-reflective) of sqm 542.60
specified shade/ colour using hot thermoplastic materialby fully/ semi automatic
thermoplastic paint applicator machine fittedwith profile shoe, glass beads
dispenser, propane tank heater andprofile shoe heater, driven by experienced
operator on road surfaceincluding cost of material, labour, T&P, cleaning the
road surface ofall dirt, seals, oil, grease and foreign material etc. complete as
perdirection of Engineer-in-charge and accordance with applicablespecifications.

16.63 Providing, laying and making kerb channel 30 cm wide and 50 mmthick with sqm 465.50
cement concrete 1:3:6 (1 cement: 3 coarse sand:6 gradedstone aggregate 20
mm nominal size) over 75mm bed of dry brickballast 40 mm nominal size, well
rammed and consolidatedand grouted with fine sand, including finishing the top
smooth etc.complete and as per direction of Engineer-in-charge.

16.64 Providing and laying 75 mm thick compacted bed of dry brickaggregate of 40 sqm 171.25
mm thick nominal size including spreading,well ramming, consolidating and
grouting with jamuna sand,including finishing smooth etc. complete as per
direction of Engineer-in- charge.

16.65 Providing and fixing post delineators made of ABS round body fittedwith 2 nos each 678.35
100 mm dia high reflective reflectors and mounted on MSpipe of 65 mm dia
duly powder coated anti-rust and anti theft steel tobe installed as per direction
of Engineer-in-charge.
16.66 Excavating holes upto 0.10 cum, including getting out the excavated soil,
then returning the soil as deported in layers not exceeding 20 cm in depth,
including consolidating and deposited layer by ramming watering etc., disposing
of surplus excavated soil as directed with in a lead of 50 mm and lift upto 1,5
m.
16.66.1 All kind of soil each 20.10
16.67 Providing and fixing at or near ground level factory made RCCpavement slab of sqm 1,187.65
M-30 grade of size 450x450x50 mm, includingreinforcement with 6 mm dia
M.S. bars 4 nos on each side, includingsetting in position in footpath to the
required level and line over a bedof 20 mm average thick cement mortar 1:5 (1
cement : 5 coarsesand), having joint thickness not more than 5mm except on
curve,including filling of joints with same cement mortar and making
groovesetc. complete as per direction of Engineer-in-charge.

16.68 Providing and laying 60mm thick faciory made cement concreteinterlocking sqm 789.95
paver block of M -30 grade made by block makingmachine with strong vibratory
compaction, of approved size, design& shape, laid in required colour and
pattern over and including 50mmthick compacted bed of coarse sand, filling the
joints with line sandetc. all complete as per the direction of Engineer-in-charge.

16.69 Providing and laying at or near ground level factory made kerb stoneof M-25 cum 7,516.85
grade cement concrete in position to the required line, leveland curvature,
jointed with cement mortar 1:3 (1 cement: 3 coarsesand), including making
joints with or without grooves (thickness ofjoints except at sharp curve shall
not to more than 5mm), includingmaking drainage opening wherever required
complete etc. as perdirection of Engineer-in-charge (length of finished kerb
edging shallbe measured for payment). (Precast C.C. kerb stone shall be
approvedby Engineer-in-charge).

16.7 Providing and fixing G.I. chain link fabric fencing of required width inmesh size
50x50 mm including strengthening with 2 mm dia wire ornuts, bolts and
washers as required complete as per the direction ofEngineer-in-charge.

16.70.1 Made of G.I. wire of dia 4 mm sqm 752.25

16.70.2 Made of G.I. wire of dia. 4 mm, PVC coated to achieveouter dia not less than 5 sqm 788.85
mm in required colour and shade
16.71 Providing and fixing G.I. chain link fabric fencing of required width inmesh size sqm 849.80
25x25 mm made of G.I. wire of dia 3 mm includingstrengthening with 2 mm dia
wire or nuts, bolts and washers asrequired complete as per the direction of
Engineer-in-charge.
 110

Item Code Description Unit Justified Rate

16.72 Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site. cum 920.90

16.73 Dry stone pitching 22.5 cm thick laid in courses and required profilewith sqm 486.20
hammer dressed stones having no side less than 15 cm, withminimum depth of
20 cm including preparing the bedding surfaceetc. all complete. (Payment for
Stone to be made separately).

16.74 75 mm thick back filling for pitching including supplying of requiredmaterials

and consolidation etc. complete with :
16.74.1 Moorum sqm 71.35
16.74.2 Stone aggregate 20 mm nominal size sqm 187.70
16.74.3 Stone aggregate 40 mm nominal size sqm 154.10
16.75 Providing and laying C.C. pavement of mix M-25 with ready mixed concrete cum 8,259.05
from batching plant. The ready mixed concrete shall be laid and finished with
screed board vibrator , vacuum dewatering process and finally finished by
floating, brooming with wire brush etc. complete as per specifications and
directions of Engineer-in- charge. (The panel shuttering work shall be paid for
separately).
(Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less
cement used as per design mix is payable/ recoverable separately).

16.76 Deduct for using of M-20 grade concrete instead of M-25 gradeconcrete in C.C. cum 197.30
pavement.
16.77 Scarifying the existing bituminous road surface to a depth of 50 mmand sqm 5.10
disposal of scarified material within all lifts and lead upto 1km(by mechanical
means).
16.78 Construction of granular sub-base by providing close graded Materialconforming
to specifications, mixing in a mechanical mix plant atOMC, carriage of mixed
material by tippers to work site, for all leads& lifts, spreading in uniform layers
of specified thickness with motorgrader on prepared surface and compacting
with vibratory power rollerto achieve the desired density, complete as per
specifications anddirections of Engineer-in-Charge.

16.78.1 With material conforming to Grade-I (size range 75 mm to0.075 mm) having cum 2,605.40
CBR Value-30
16.78.2 With material conforming to Grade-II (size range 53 mmto 0.075 mm ) having cum 2,618.25
CBR Value-25
16.78.3 With material conforming to Grade-III (size range 26.5 mmto 0.075 mm ) cum 2,268.90
having CBR Value-20
16.79 Providing, laying, spreading and compacting graded stone aggregate(size range cum 2,706.60
53 mm to 0.075 mm ) to wet mix macadam (WMM)specification including
premixing the material with water at OMC infor all leads & lifts, laying in
uniform layers with mechanicalpaverfinisher in sub- base / base course on well
prepared surfaceand compacting with vibratory roller of 8 to 10 tonne capacity
toachievethe desired density, complete as per specifications anddirections of
Engineer-in-Charge.

16.80 Construction of dry lean cement concrete sub base over a preparedsub-grade cum 3,812.15
with coarse and fine aggregate conforming to IS:383, thesize of coarse
aggregate not exceeding 25 mm, aggregate cementratio not to exceed 15:1,
aggregate gradation after blending to be asper specifications, cement content
not to be less than 150 Kg/cum,optimum moisture content to be determined
during trial lengthconstruction, concrete strength not to be less than 10 Mpa at
7days, mixed in a batching plant, transported to site, for all leads &lifts, laid
with a mechanical paver, compacting with 8-10 tonne vibratoryroller, finishing
and curing etc. complete as per direction of Engineer-in- charge.
 111

Item Code Description Unit Justified Rate

16.81 Providing and erecting 2.00 metre high temporary barricading at site;each metre 2,513.30
panel of size 2.50mx2.00m made of 40x40x6mm angle iron or50x50x3mm
hollow MS tube posts/horizontal members/bracingscovered with 1.63mm thick
MS sheet. The sheet shall be fixed with30x5mm MS flat by suitable
welding/riveting. The panels shall bemade so that gap of 50cm above the
ground is available makingoverall height as 2.5m. MS channel ISLC 75 @ 5.70
kg/m, 50cmlong shall be provided at the bottom having oval shaped holes of
size50x25mm at both ends with 50cm long MS angle 40x40x6mmbracing.
Suitable arrangement shall be made to fix the barricading toavoid from
overturning by providing 250mm long expansion fastenersat both ends. The
work shall be executed as per drawing/direction of Engineer-in-Charge which
includes writing and painting, arrangementfor traffic diversion such as traffic
signals during construction at sitefor day and night, glow lamps, reflective
signs, marking, flags, cautiontape as directed by the Engineer-in-Charge. The
barricading providedshall be retained in position at site continuously i/c shifting
ofbarricading from one location to another location as many times asrequired
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-(Note :- One time payment shall be
made for providing barricadingfrom start of work till completion of work i/c
shifting. The barricadingprovided shall remain to be the property of the
contractor on completion in-Charge.of the work).

16.82 Taking out existing kerb stones of all types from footpath/ centralverge, metre 28.40
including removal of mortar etc., disposal of unserviceablematerial to the
dumping ground, for which payment shall be madeseparately and stacking of
serviceable material within 50 metre leadas per direction of Engineer-in-
Charge.
16.83 Taking out existing CC interlocking paver blocks from footpath/ centralverge, sqm 95.20
including removal of rubbish etc., disposal of unserviceablematerial to the
dumping ground, for which payment shall be madeseparately and stacking of
serviceable material within 50 metre leadas per direction of Engineer-in-
Charge.
16.84 Laying old cement cocrete interlocking paver blocks of any design/shape laid in sqm 278.90
required line, level, curvature, colour and pattern overand including 50 mm
thick compacted bed of coarse sand, filling thejoints with fine sand etc. all
complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall
be supplied by the department free of cost)

16.85 Laying at or near ground level old kerb stones of all types in positionto the metre 81.80
required line, level and curvature, jointed with cement mortar1:3 (1 cement : 3
coarse sand), including making joints with or withoutgrooves (thickness of
joints, except at sharp curve, shall not bemore than 5 mm), including making
drainage opening whereverrequired etc. complete as per direction of Engineer-
in-charge. (Lengthof finished kerb edging shall be measured for payment). (Old
kerbstones shall be supplied by the department free of cost)

16.86 Providing and laying gang saw cut 18 mm thick, mirror polished premoulded
and pre polished machine cut granite stone of required sizeand shape of
approved shade, colour and texture in footpath, flooringcut granite stone of
required size and shape of approved shade,colour and texture in footpath,
flooring in road side plazas and similarlocations, laid over 20mm thick base of
cement mortar 1:4 (1cement: 4 coarse sand) including grouting the joints with
white cementmixed with matching pigment, epoxy touch ups etc. complete
asper direction of Engineer-in-Charge.

16.86.1 With granite stone of area less than 0.50 sqm. sqm 3,665.80
 112

Item Code Description Unit Justified Rate

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

16.87.1 With granite stone of colour black, cherry/ruby red of arealess than 0.50 sqm. sqm 3,809.80

16.87.2 With granite stone of all colour except black, cherry/ruby red of area less than sqm 4,031.70
0.50 sqm.
16.88 Providing and laying matt finished vitrified tile of size 100x100x16mmhaving sqm 1,633.30
water absorption less than 0.5% and conforming to IS: 15622of approved make
in all colours and shades in out door floors suchas footpath, court yard multi
models etc., laid on 20mm thick baseof cement mortar 1:4 (1cement : 4 coarse
sand) in all shapes &patterns including grouting the joints with white cement
mixed withmatching pigments etc. complete as direction of Engineer-in-Charge.

16.89 Providing and laying matt finished vitrified tile of size 300x300x9.8mmhaving sqm 1,099.00
with water absorption less than 0.5% and conforming to IS:15622 of approved
make in all colours and shades in for outdoorfloors such as footpath, court yard,
multi modals location etc., laidon 20mm thick base of cement mortar 1:4 (1
cement : 4 coarsesand) in all shapes & patterns including grouting the joints
with whitecement mixed with matching pigments etc. complete as per
directionof Engineer-in-Charge.

16.90 Providing and laying tactile tile (for vision impaired persons as perstandards) of sqm 1,505.55
size 300x300x9.8mm having with water absorption lessthan 0.5% and
conforming to IS:15622 of approved make in all coloursand shades in for
outdoor floors such as footpath, court yard, multimodals location etc., laid on
20mm thick base of cement mortar 1:4(1 cement : 4 coarse sand) in all shapes
& patterns including groutingthe joints with white cement mixed with matching
pigments etc.complete as per direction of Engineer-in-Charge.

16.91 Providing and laying factory made chamfered edge Cement Concretepaver
blocks in footpath, parks, lawns, drive ways or light trafficparking etc, of
required strength, thickness & size/ shape, made bytable vibratory method
using PU mould, laid in required colour &pattern over 50mm thick compacted
bed of sand, compacting andproper embedding/laying of inter locking paver
blocks into the sandbedding layer through vibratory compaction by using plate
vibrator,filling the joints with sand and cutting of paver blocks as per
requiredsize and pattern, finishing and sweeping extra sand. complete all asper
direction of Engineer-in-Charge.

16.91.1 60mm thick cement concrete paver block of M-35 gradewith approved colour, sqm 774.20
design & pattern.
16.91.2 80 mm thick C.C. paver block of M-30 grade with approvedcolor design and sqm 842.20
pattern.
16.92 Providing and fixing 10x10x7.50 cm Granite stone block hand cutand chisel sqm 1,622.85
dressed on top, for paving in floors, drains etc. laid over20mm thick base
mortar 1:4 (1 cement : 4 coarse sand) with joints10mm wide filled with same
mortar including ruled pointing etc.complete as per direction of engineer-in-
charge.
16.93 Providing and placing in position 100 mm thick factory made machine batched sqm 2,391.85
& machine mixed Precast RCC Rectangular Covers on drains of footpath of
various sizes, of M-25 grade cement concrete for RCC work, including cost of
centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @
maximum 100mm c/c on both ways , neat cement punning on finished
surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS
sheet duly painted over priming coat reinforcement to be welded at
edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost
of cartage, all leads & lift, handling at site etc. all complete as per direction of
Engineer-in-Charge.
 113

Item Code Description Unit Justified Rate

16.94 Providing & making Gabion structure with Mechanically Woven DoubleTwisted cum 3,248.30
Hexagonal Shaped Wire mesh Gabion Boxes as per IS16014:2012,MORTH
Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ±
2%) Zinc coated, Mesh wire diameter3.0 mm, mechanically edged/selvedged
with partitions at every 1minterval and shall have minimum 10 numbers of
openings per meterof mesh perpendicular to twist, tying with lacing wire of
diameter2.2mm, supplied @ 3% by weight of Gabion boxes, filled with
boulderswith least dimension of 200 mm, as per drawing, all complete as
perdirection of Engineer-in-charge.

16.95 Providing & making Gabion structure with Mechanically Woven DoubleTwisted cum 3,360.75
Hexagonal Shaped Wire mesh Gabion Boxes as per IS16014:2012,MORTH
Clause 2500, of required size, Mesh Type10x12(D=100 mm with tolerance of ±
2%) Zinic+PVC coated, Meshwire diameter2.7/3.7mm, mechanically
edged/selvedged withpartitions at every 1m interval and shall have minimum
10 numbersof openings per meter of mesh perpendicular to twist, tying
withlacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weightof
Gabion boxes, filled with boulders with least dimension of 200mm, as per
drawing, all complete as per directions of Engineer-in-charge.

16.96 Providing & making Gabion structure with Mechanically Woven DoubleTwisted cum 3,616.30
Hexagonal Shaped Wire mesh Gabion Boxes as per IS16014:2012,MORTH
Clause 2500, of required size, Mesh Type10x12(D=100 mm with tolerance of
±2%), Zinic+10% Al alloy+PVCcoated, Mesh wire diameter 2.7/3.7mm
(ID/OD), mechanically edged/selvedged with partitions at every 1m interval
and shall have minimum10 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
dimensionof 200 mm, as per drawing, all complete as per directions of Engineer-
in-charge.

17 SANITARY INSTALLATIONS
17.1 Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100
mm sand cast Iron P or S trap, 10 litre low level whiteP.V.C. flushing cistern,
including flush pipe, with manually controlleddevice (handle lever) conforming
to IS : 7231, with all fittings andfixtures complete, including cutting and making
good the walls andfloors wherever required:

17.1.1 White Vitreous china Orissa pattern W.C. pan of size580x440 mm with integral each 5,184.50
type foot rests
17.1.2 Stainless Steel AISI-304(18/8) Orissa pattern W.C. panof size 585x480 mm each 8,912.90
with flush pipe and integrated type foot rests
17.2 Providing and fixing white vitreous china pedestal type water closet(European
type W.C. pan) with seat and lid, 10 litre low level whiteP.V.C. flushing cistern,
including flush pipe, with manually controlleddevice (handle lever), conforming
to IS : 7231, with all fittings andfixtures complete, including cutting and making
good the walls andfloors wherever required :

17.2.1 W.C. pan with ISI marked white solid plastic seat and lid each 4,975.40
17.2.2 W.C. pan with ISI marked black solid plastic seat and lid each 4,876.70
17.3 Providing and fixing white vitreous china pedestal type water closet(European
type) with seat and lid, 10 litre low level white vitreouschina flushing cistern &
C.P. flush bend with fittings & C.I. brackets,40 mm flush bend, overflow
arrangement with specials of standardmake and mosquito proof coupling of
approved municipal designcomplete, including painting of fittings and brackets,
cutting andmaking good the walls and floors wherever required :

17.3.1 W.C. pan with ISI marked white solid plastic seat and lid each 6,214.05
17.3.2 W.C. pan with ISI marked black solid plastic seat and lid each 6,115.35
17.4 Providing and fixing white vitreous china flat back or wall corner typelipped
front urinal basin of 430x260x350 mm and 340x410x265 mmsizes respectively
with automatic flushing cistern with standard flushpipe and C.P. brass spreaders
with brass unions and G.I clampscomplete, including painting of fittings and
brackets, cutting andmaking good the walls and floors wherever required :
 114

Item Code Description Unit Justified Rate

17.4.1 One urinal basin with 5 litre white P.V.C. automatic flushing cistern each 4,743.95
17.4.2 Range of two urinal basins with 5 litre white P.V.C. automaticflushing cistern each 7,331.05

17.4.3 Range of three urinal basins with 10litre white P.V.C.automatic flushing cistern each 10,155.30

17.4.4 Range of four urinal basins with 10 litre white P.V.C.automatic flushing cistern each 14,083.30

17.5 Providing and fixing white vitreous china flat back half stall urinal ofsize
580x380x350 mm with white PVC automatic flushing cistern,with fittings,
standard size C.P. brass flush pipe, spreaders withunions 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 wallsand floors wherever required :

17.5.1 Single half stall urinal with 5 litre P.V.C. automaticflushing cistern each 9,160.30
17.5.2 Range of two half stall urinals with 5 litre P.V.C.automatic flushing cistern each 13,662.20

17.5.3 Range of three half stall urinals with 10 litre P.V.C.automatic flushing cistern each 16,738.35

17.5.4 Range of four half stall urinals with 10 litre P.V.C.automatic flushing cistern each 19,730.70

17.6 Providing and fixing one piece construction white vitreous chinasquatting plate
with an integral longitudinal flushing pipe, white P.V.C.automatic flushing
cistern, with fittings, standard size G.I. / PVCflush pipe for back and front flush
with standard spreader pipes withfittings, G.I clamps and C.P. brass coupling
complete, includingpainting of fittings and cutting and making good the walls
and floorsetc. wherever required :

17.6.1 Single squatting plate with 5 litre P.V.C. automaticflushing cistern each 6,977.65
17.6.2 Range of two squatting plates with 5 litre P.V.C.automatic flushing cistern each 10,138.40

17.6.3 Range of three squatting plates with 10 litre P.V.C.automatic flushing cistern each 13,305.90

17.6.4 Range of four squatting plates with 10 litre P.V.C.automatic flushing cistern each 15,953.05

17.7 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brasspillar taps,
32 mm C.P. brass waste of standard pattern, includingpainting of fittings and
brackets, cutting and making good the wallswherever require:

17.7.1 White Vitreous China Wash basin size 630x450 mmwith a pair of 15 mm C.P. each 1,975.00
brass pillar taps
17.7.2 White Vitreous China Wash basin size 630x450 mmwith a single 15 mm C.P. each 1,661.35
brass pillar tap
17.7.3 White Vitreous China Wash basin size 550x400 mmwith a pair of 15 mm C.P. each 1,771.70
brass pillar taps
17.7.4 White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm each 1,458.10
C.P. brass pillar tap
17.7.5 White Vitreous China Angle back wash basin size 600 x480 mm with single each 1,661.35
15mm C.P. brass pillar tap
17.7.6 White Vitreous China Angle back wash basin size 400 x400 mm with single 15 each 1,312.90
mm C.P. brass pillar tap
17.7.7 White Vitreous China Flat back wash basin size 450x300 mm with single 15mm each 1,144.50
C.P. brass pillar tap
17.7.8 White Vitreous China Surgeon type wash basin of size660x460 mm with a pair each 2,782.20
of 15 mm C.P. brass pillar tapswith elbow including operated levers

17.7.9 White Vitreous China Surgeon type wash basin of size660x460 mm with single each 2,282.75
15 mm C.P. brass pillar tapswith elbow operated levers ISI Marked

17.7.10 Stainless Steel AISI-304(18/8) Round basin 405x355 mmwith single 15 mm each 2,561.55
C.P. brass pillar tap
17.7.11 Stainless Steel AISI-304(18/8) Wash basin 530x345 mmwith single 15 mm C.P. each 3,142.30
brass pillar tap
 115

Item Code Description Unit Justified Rate

17.7A Providing and fixing wash basin with C.I. brackets, 15 mm dia CPBrass single each 3,002.90
hole basin mixer of approved quality and make, includingpainting of fittings and
brackets, cutting and making good the wallswherever required:-(a) White
Vitreous China Wash basin size 550x400 mm with a15 mm CP Brass single hole
basin mixer
17.7B Providing and fixing wash basin with C.I. brackets, 15 mm PTMTpillar cock, 32 each 1,218.85
mm PTMT waste coupling of standard pattern, includingpainting of fittings and
brackets, cutting and making good the wallswherever required. White Vitreous
China Flat back wash basin size550x400 mm with single 15 mm PTMT pillar
cock.
17.8 Providing and fixing white vitreous china pedestal for wash basincompletely each 1,302.20
recessed at the back for the reception of pipes andfittings.

17.9 Providing and fixing kitchen sink with C.I. brackets, C.P. brass chainwith rubber
plug, 40 mm C.P. brass waste complete, including paintingthe fittings and
brackets, cutting and making good the walls whereverrequired:

17.9.1 White glazed fire clay kitchen sink of size 600x450x 250 mm each 2,921.10
17.10 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink asper
IS:13983 with C.I. brackets and stainless steel plug 40 mm,including painting
of fittings and brackets, cutting and making goodthe walls wherever required :

17.10.1 Kitchen sink with drain board

17.10.1.1 510x1040 mm bowl depth 250 mm each 5,296.10
17.10.1.2 510x1040 mm bowl depth 225 mm each 5,876.85
17.10.1.3 510x1040 mm bowl depth 200 mm each 5,528.40
17.10.1.4 510x1040 mm bowl depth 178 mm each 5,296.10
17.10.2 Kitchen sink without drain board
17.10.2.1 610x510 mm bowl depth 200 mm each 3,764.45
17.10.2.2 610x460 mm bowl depth 200 mm each 2,951.40
17.10.2.3 470x420 mm bowl depth 178 mm each 2,602.95
17.11 Providing and fixing white vitreous china laboratory sink with C.I.brackets, C.P.
brass chain with rubber plug, 40 mm C.P brass wasteand 40mm C.P. brass trap
with necessary C.P. brass unions complete,including painting of fittings and
brackets, cutting and making goodthe wall wherever required :

17.11.1 Size 450x300x150 mm each 3,763.20

17.11.2 Size 600x450x200 mm each 4,924.70
17.12 Providing and fixing draining board with C.I. brackets including paintingof
brackets, cutting and making good the walls wherever required :

17.12.1 White glazed fire clay draining board of size 600x450x25 mm each 1,195.80
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 1,496.65
17.13.2 Orissa pattern W.C. pan of size 580x440 mm each 2,443.30
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 360.05
17.15 Providing and fixing white vitreous china pedestal type (European type/ wash each 2,135.50
down type) water closet pan.
17.16 Extra for using coloured pedestal type W.C pan (European type)with low level each 145.20
cistern of same colour instead of white vitreous chinaW.C pan and cistern.

17.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto1 metre long each 259.90
with S.S. triangular plate to Eureopean type W.C. ofquality and make as
approved by Engineer - in - charge.
17.17 Providing and fixing a pair of white vitreous china foot rests of standardpattern
for squatting pan water closet :
17.17.1 250x130x30 mm pair 196.10
17.17.2 250x125x25 mm pair 199.55
 116

Item Code Description Unit Justified Rate

17.18 Providing and fixing P.V.C. low level flushing cistern with manuallycontrolled
device (handle lever) conforming to IS : 7231, with all fittingsand fixtures
complete.
17.18.1 10 litre capacity - White each 900.35
17.18.2 10 litre capacity - coloured each 871.30
17.19 Providing and fixing controlled flush, low level cistern made of vitreouschina
with all fittings complete.
17.19.1 10 litre (full flush) capacity-white each 1,725.00
17.19.2 10 litre (full flush) capacity-coloured each 2,247.70
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 509.20
17.20.2 Black solid plastic seat with lid each 410.45
17.20.3 Coloured (other than black & white) solid plastic seat with lid each 439.50
17.22 Providing and fixing G.I. inlet connection for flush pipe connectingwith W.C. each 114.30
pan.
17.22A Providing and fixing CP Brass 32mm size Bottle Trap of approvedquality & make each 769.35
and as per the direction of Engineer-in-charge.

17.22B Providing and fixing CP Brass Single lever telephonic wall mixer of quality & each 5,312.25
make as approved by Engineer in charge. (a) 15 mm nominal dia

17.23 Providing and fixing white vitreous china flat back or wall corner typelipped each 1,237.05
front urinal basin of 430x260x350 mm or 340x410x265 mmsizes respectively.

17.24 Providing and fixing white vitreous china squatting plate urinal withintegral rim each 3,039.95
longitudinal flush pipe.
17.25 Providing and fixing white vitreous china wash basin including makingall
connections but excluding the cost of fittings :
17.25.1 Flat back wash basin of size 630x450 mm each 998.00
17.25.2 Flat back wash basin of size 550x400 mm each 794.70
17.25.3 Angle back wash basin of size 600x480 mm each 998.00
17.25.4 Angle back wash basin of size 400x400 mm each 649.55
17.25.5 Flat back wash basin of size 450x300 mm each 481.10
17.25.6 Surgeon type wash basin of size 660x460 mm each 1,433.55
17.26 Providing and fixing kitchen sink including making all connectionsexcluding cost
of fittings.
17.26.1 White glazed fire clay sink of size 600x450x250 mm each 1,636.05
17.27 Providing and fixing white vitreous china laboratory sink includingmaking all
connections excluding cost of fittings :
17.27.1 Size 450x300x150 mm each 1,868.35
17.27.2 Size 600x450x200 mm each 3,029.85
17.28 Providing and fixing P.V.C. waste pipe for sink or wash basin includingP.V.C.
waste fittings complete.
17.28.1 Semi rigid pipe
17.28.1.1 32 mm dia each 78.95
17.28.1.2 40 mm dia each 88.25
17.28.2 Flexible pipe
17.28.2.1 32 mm dia each 90.60
17.28.2.2 40 mm dia each 90.60
17.29 Providing and fixing 100 mm sand cast Iron grating for gully trap. each 39.30
17.30 Providing and fixing in position 25 mm diameter mosquito proofcoupling of each 39.35
approved municipal design.
17.31 Providing and fixing 600x450 mm beveled edge mirror of superiorglass (of each 1,236.55
approved quality) complete with 6 mm thick hard boardground fixed to wooden
cleats with C.P. brass screws and washerscomplete.
 117

Item Code Description Unit Justified Rate

17.32 Providing and fixing mirror of superior glass (of approved quality) andof
required shape and size with plastic moulded frame of approvedmake and
shade with 6 mm thick hard board backing :
17.32.1 Circular shape 450 mm dia each 1,093.90
17.32.2 Rectangular shape 453x357 mm each 1,016.10
17.32.3 Oval shape 450x350 mm (outer dimensions) each 1,014.75
17.32.4 Rectangular shape 1500x450 mm each 1,587.55
17.33 Providing and fixing 600x120x5 mm glass shelf with edges round off,supported each 825.45
on anodised aluminium angle frame with C.P. brassbrackets and guard rail
complete fixed with 40 mm long screws, rawlplugs etc., complete.

17.34 Providing and fixing toilet paper holder:

17.34.1 C.P. brass each 595.40
17.34.2 Vitreous china each 406.30
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 886.60
17.35.1.2 Centrifugally cast (spun) iron socket &spigot (S&S) pipe as per IS: 3989 metre 938.20

17.35.1.3 Hubless centrifugally cast (spun) ironpipes epoxy coated inside & metre 924.00
outsideIS:15905
17.35.2 75 mm diameter :
17.35.2.1 Sand cast iron S&S pipe as per IS: 1729 metre 811.05
17.35.2.2 Centrifugally cast (spun) iron socketed pipeas per IS: 3989 metre 907.10
17.35.2.3 Hubless centrifugally cast (spun) ironpipes epoxy coated inside & metre 755.40
outsideIS:15905
17.36 Providing and filling the joints with spun yarn, cement slurry andcement mortar
1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes :

17.36.1 75 mm dia pipe each 127.25

17.36.2 100 mm dia pipe each 149.95
17.37 Providing and fixing M.S. holder-bat clamps of approved design toSand Cast
iron/cast iron (spun) pipe embedded in and includingcement concrete blocks
10x10x10 cm of 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone
aggregate 20 mm nominal size),including cost of cutting holes and making good
the walls etc. :

17.37.1 For 100 mm dia pipe each 274.70

17.37.2 For 75 mm dia pipe each 271.20
17.38 Providing and fixing bend of required degree with access door, insertionrubber
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 460.70
17.38.1.2 Sand cast iron S&S as per IS - 3989 each 518.80
17.38.1.3 Hubless centrifugally cast (spun) ironepoxy coated inside & outside as each 478.15
perIS:15905
17.38.2 75 mm dia
17.38.2.1 Sand cast iron S&S as per IS - 1729 each 382.00
17.38.2.2 Sand cast iron S&S as per IS- 3989 each 393.60
17.38.2.3 Hubless centrifugally cast (spun) ironepoxy coated inside & outside as each 382.00
perIS:15905
17.39 Providing and fixing plain bend of required degree.
17.39.1 100 mm dia
17.39.1.1 Sand cast iron S&S as per IS - 1729 each 358.50
17.39.1.2 Sand cast iron S&S as per IS : 3989 each 381.75
 118

Item Code Description Unit Justified Rate

17.39.1.3 Hubless centrifugally cast (spun) iron pipes epoxy coated inside et outside each 300.45
15:15905
17.39.2 75 mm dia
17.39.2.1 Sand cast iron S&S as per IS -1729 each 270.50
17.39.2.2 Sand cast iron S&S as per IS - 3989 each 258.85
17.39.2.3 Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside each 212.40
15:15905
17.40 Providing and fixing heel rest sanitary bend
17.40.1 100 mm dia
17.40.1.1 Sand cast iron S&S as per IS - 1729 each 445.65
17.40.1.2 Sand cast iron S&S as per IS - 3989 each 381.75
17.40.2 75 mm dia
17.40.2.1 Sand cast iron S&S as per IS - 1729 each 375.00
17.40.2.2 Sand cast iron S&S as per IS -3989 each 351.80
17.41 Providing and fixing double equal junction of required degree withaccess door,
insertion rubber washer 3 mm thick, bolts and nutscomplete :

17.41.1 100x100x100x100 mm
17.41.1.1 Sand cast iron S&S as per IS - 1729 each 901.75
17.41.1.2 Sand cast iron S&S as per IS - 3989 each 785.60
17.41.2 75x75x75x75 mm
17.41.2.1 Sand cast iron S&S as per IS - 1729 each 654.95
17.41.2.2 Sand cast iron S&S as per IS - 3989 each 625.90
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 747.60
17.42.1.2 Sand cast iron S&S as per IS - 3989 each 765.05
17.42.1.3 Hubless centrifugally cast (spun) ironpipes epoxy coated inside & each 625.65
outsideIS:15905
17.42.2 75x75x75x75 mm
17.42.2.1 Sand cast iron S&S as per IS - 1729 each 502.80
17.42.2.2 Sand cast iron S&S as per IS - 3989 each 572.45
17.42.2.3 Hubless centrifugally cast (spun) ironpipes epoxy coated inside & each 346.00
outsideIS:15905
17.43 Providing and fixing single equal plain junction of required degreewith access
door, insertion rubber washer 3 mm thick, bolts andnuts complete.

17.43.1 100x100x100 mm
17.43.1.1 Sand cast iron S&S as per IS - 1729 each 582.70
17.43.1.2 Sand cast iron S&S as per IS - 3989 each 634.95
17.43.2 75x75x75 mm
17.43.2.1 Sand cast iron S&S as per IS - 1729 each 498.15
17.43.2.2 Sand cast iron S&S as per IS - 3989 each 498.15
17.44 Providing and fixing single equal plain junction of required degree
17.44.1 100x100x 100 mm
17.44.1.1 Sand cast iron S&S as per IS - 1729 each 503.70
17.44.1.2 Sand cast iron S&S as per IS - 3989 each 614.05
17.44.1.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per each 497.90
IS:15905
17.44.2 75x75x75 mm
17.44.2.1 Sand cast iron S&S as per IS - 1729 each 392.45
17.44.2.2 Sand cast iron S&S as per IS - 3989 each 433.10
 119

Item Code Description Unit Justified Rate

17.44.2.3 Hubless centrifugally cast (spun) ironepoxy coated inside & outside as each 276.30
perIS:15905
17.45 Providing and fixing double unequal junction of required degree withaccess
door, insertion rubber washer 3 mm thick, bolts and nutscomplete:

17.45.1 100x100x75x75 mm
17.45.1.1 Sand cast iron S&S as per IS - 1729 each 896.30
17.45.1.2 Sand cast iron S&S as per IS - 3989 each 1,099.55
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 759.25
17.46.1.2 Sand cast iron S&S as per IS - 3989 each 962.50
17.46.1.3 Hutness centrifugally cast (spun) iron epoxy coated inside & outside as per each 497.90
15:15905
17.47 Providing and fixing single unequal junction of required degree withaccess door,
insertion rubber washer 3 mm thick, bolts and nutscomplete :

17.47.1 100x100x75 mm
17.47.1.1 Sand cast iron S&S as per IS - 1729 each 722.05
17.47.1.2 Sand cast iron S&S as per IS - 3989 each 809.15
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 643.10
17.48.1.2 Sand cast iron S&S as per IS - 3989 each 730.20
17.48.1.3 Hubless centrifugally cast (spun) ironepoxy coated inside & outside as each 468.85
perIS:15905
17.49 Providing and fixing double equal plain invert branch of required degree:

17.49.1 100x100x100x100 mm
17.49.1.1 Sand cast iron AS as per IS - 1729 each 672.10
17.49.1.2 Sand cast iron S&S as per IS 3989 each 660.50
17.49.1.3 Hubless centrifugally cast (spun) ironepoxy coated inside & outside as each 759.25
perIS:15905
17.49.2 75x75x75x75 mm
17.49.2.1 Sand cast iron S&S as per IS - 1729 each 520.20
17.49.2.2 Sand cast iron 584S as per 15 - 3989 each 549.25
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 538.55
17.50.1.2 Sand cast iron S&S as per IS - 3989 each 532.75
17.50.1.3 Hubless centrifugally cast (spun) ironepoxy coated inside & outside as each 486.30
perIS:15905
17.50.2 75x75x75 mm
17.50.2.1 Sand cast iron S&S as per IS - 1729 each 433.10
17.50.2.2 Sand cast iron S&S as per IS - 3989 each 409.85
17.50.2.3 Hubless centrifugally cast (spun) ironepoxy coated inside & outside as each 328.55
perIS:15905
17.51 Providing and fixing double unequal invert branch of required degree :

17.51.1 100x100x75x75 mm
17.51.1.1 Sand cast iron S&S as per IS - 1729 each 730.20
17.51.1.2 Sand cast iron S&S as per IS - 3989 each 881.20
 120

Item Code Description Unit Justified Rate

17.52 Providing and fixing single unequal plain invert branch of required degree:

17.52.1 140x100x75 mm
17.52.1.1 Sand cast iron S&S as per IS - 1729 each 614.05
17.52.1.2 Sand cast iron 58iS as per IS - 3989 each 672.10
17.52.1.3 Hubless centrifugally cast (spun) ironepoxy coated inside & outside as each 532.75
perIS:15905
17.53 Providing and fixing sand cast iron S&S off sets as per IS: 1729
17.53.1 76 mm off sets
17.53.1.1 With 75 mm dia pipe each 282.10
17.53.1.2 With 100 mm dia pipe each 444.70
17.53.2 114 mm off sets
17.53.2.1 With 75 mm dia pipe each 393.35
17.53.2.2 With 100 mm dia pipe each 486.30
17.53.3 152 mm off sets
17.53.3.1 With 75 mm dia pipe each 462.30
17.53.3.2 With 100 mm dia pipe each 578.45
17.53A Providing and fixing Hubless centrifugally cast iron offsets epoxycoated inside &
outside as per IS:15905
17.53A.1 65 mm offsets
17.53A.1.1 With 100 mm dia pipe each 444.70
17.53A.1.2 With 75 mm dia pipe each 369.20
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 293.70
17.54.2 150 mm off sets
17.54.2.1 With 75 mm dia pipe each 388.15
17.54.2.2 With 100 mm dia pipe each 504.30
17.54A Providing and fixing Hubless centrifugally cast iron offsets epoxycoated inside &
outside as per IS:15905
17.54A.1 130 mm offsets
17.54A.1.1 With 100 mm dia each 544.35
17.54A.1.2 With 75 mm dia each 386.65
17.55 Providing and fixing door piece, insertion rubber washer 3mm thick,bolts & nuts
complete :
17.55.1 100 mm
17.55.1.1 Sand cast iron S&S as per IS - 1729 each 617.55
17.55.1.2 Sand cast iron S&S as per IS - 3989 each 530.40
17.55.2 75 mm
17.55.2.1 Sand cast iron S&S as per IS - 1729 each 376.20
17.55.2.2 Sand cast iron S&S as per IS - 3989 each 393.60
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 341.10
17.56.1.2 Sand cast iron S&S as per IS - 3989 each 381.75
17.56.1.3 Hubless centrifugally cast (spun) ironepoxy coated inside & outside as each 346.90
perIS:15905
17.56.2 75 mm
17.56.2.1 Sand cast iron S&S as per IS - 1729 each 276.30
17.56.2.2 Sand cast iron S&S as per IS - 3989 each 270.50
17.57 Providing and fixing collar :
 121

Item Code Description Unit Justified Rate

17.57.1 100 mm
17.57.1.1 Sand cast iron S&S as per IS - 1729 each 346.90
17.57.1.2 Sand cast iron S&S as per IS - 3989 each 381.75
17.57.2 75 mm
17.57.2.1 Sand cast iron S&S as per IS - 1729 each 235.65
17.57.2.2 Sand cast iron S&S as per IS - 3989 each 235.65
17.57A Providing and fixing shielded coupling for Hubless centrifugally castiron pipe

17.57A.1 100 mm dia

17.57A.1.1 SS 304 grade coupling with EPDM rubbergasket each 352.70
17.57A.2 75 mm dia
17.57A.2.1 SS 304 grade coupling with EPDM rubbergasket each 316.95
17.58 Providing lead caulked joints to sand cast iron/centrifugally cast(spun) iron
pipes and fittings of diameter :
17.58.1 100 mm each 484.85
17.58.2 75 mm each 411.20
17.58.3 50 mm each 332.30
17.59 Providing and fixing M.S. stays and clamps for sand cast iron/centrifugally cast
(spun) iron pipes of diameter :
17.59.1 100 mm each 111.70
17.59.2 75 mm each 69.55
17.59.3 50 mm each 64.00
17.60 Providing and fixing trap of self cleansing design with screwed down or
hinged grating with or without vent arm. complete, including cost of cutting and
making good the walls and floors:
17.60.1 100 mm inlet and 100 mm outlet
17.60.1.1 Sand cast iron S&S as per IS: 3989 each 1,441.35
17.60.1.2 Sand Cast Iron S&S as per IS: 1729 each 1,267.15
17.60.1.3 Hubless centrifugally cast (spun) ironepoxy coated inside & outside as each 660.50
perIS:15905
17.60.2 100 mm inlet and 75 mm outlet
17.60.2.1 Sand cast iron S&S as per IS - 3989 each 1,499.45
17.60.2.2 Sand Cast Iron S&S as per IS- 1729 each 1,174.20
17.60.2.3 Hubless centrifugally cast (spun) ironepoxy coated inside & outside as each 480.45
perIS:15905
17.61 Cutting chases in brick masonry walls for following diameter sand cast
iron/centrifugally cast (spun) iron pipes and making good the same with cement
concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 17.5
mm nominal size), including necessary plaster and pointing in cement
mortar 1:4 (1 cement :4 coarse sand) :

17.61.1 100 mm dia metre 550.65

17.61.2 75 mm dia metre 395.40
17.61.3 50 mm die , metre 257.45
17.62 Painting C.I. cistern with bitumastic or any other anti-corrosive paintinside and each 742.60
white paint over a coat of zinc chromate yellow primer (ofapproved quality ) on
the outside surface of the cistern, flush pipe,other fittings, etc. complete for
new work.
17.63 Re-painting C.I. cistern with bitumastic or any other anti-corrosivepaint inside each 493.10
and white paint on the outside surface of the cistern,flush pipe, other fittings,
etc. complete, including polishing of woodenseat and lid and cleaning of W.C.
pan with acid wherever necessary.

17.64 Repainting C.I. cistern with synthetic enamel paint of approved colour,brand each 214.75
and manufacture on the outside surface of cistern, flush pipe,other fittings etc.
complete.
 122

Item Code Description Unit Justified Rate

17.65 Painting sand cast iron/ centrifugally cast (spun) iron soil, wastevent pipes and
fittings with two coats of synthetic enamel paint ofany colour such as chocolate
grey, or buff etc. over a coat of primer(of approved quality) for new work :

17.65.1 100 mm diameter pipe metre 61.20

17.65.2 75 mm diameter pipe metre 46.55
17.66 Repainting sand cast iron/ centrifugally cast iron (spun) iron, soil,waste, vent
pipes and fittings with one coat of synthetic enamelpaint of any colour such as
chocolate, grey or buff etc :
17.66.1 100 mm diameter pipe metre 29.40
17.66.2 75 mm diameter pipe metre 22.00
17.67 Repainting bath tub of size 1700x730x430 mm with enamel paint. each 601.75
17.68 Providing and fixing vitreous china dual purpose closet suitable foruse as
squatting pan or European type water closet (Anglo IndianW.C pan) with seat &
lid fixed with C.P. brass hinges and rubberbuffers, 10 litre low level flushing
cistern with fitting and brackets, 40mm flush bend, 20 mm over flow pipe, with
specials of standardmake and mosquito proof coupling of approved municipal
designcomplete, including painting of fittings and brackets, cutting andmaking
good the walls and floors wherever required:

17.68.1 White vitreous china dual purpose WC pan with whitesolid plastic seat and lid each 9,153.00
with white vitreous china flushingcistern and C.P. flush bend.

17.69 Providing and fixing PTMT Waste Coupling for wash basin and sink,of approved
quality and colour.
17.69.1 Waste coupling 31 mm dia of 79 mm length and 62mmbreadth weighing not each 89.40
less than 45 gms
17.69.2 Waste coupling 38 mm dia of 83 mm length and 77mmbreadth, weighing not each 95.25
less than 60 gms
17.70 Providing and fixing PTMT Bottle Trap for Wash basin and sink.
17.70.1 Bottle trap 31mm single piece moulded with height of270 mm, effective length each 282.25
of tail pipe 260 mm from thecentre of the waste coupling, 77 mm breadth with
25 mmminimum water seal, weighing not less than 260 gms

17.70.2 Bottle trap 38 mm single piece moulded with height of270 mm, effective length each 282.25
of tail pipe 260 mm from thecentre of the waste coupling, 77 mm breadth with
25 mmminimum water seal, weighing not less than 263 gms

17.71 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high each 127.00
and 112 mm distance from wall of standard shape with bracket of the same
materials with snap fittings of approved quality and colour, weighing not less
than 105 gms.
17.72 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long,200 mm each 177.70
wide with minimum distances of 37 mm from wall face withconcealed fittings
arrangement of approved quality and colour,weighing not less than 88 gms.

17.73 Providing and fixing PTMT towel rail complete with brackets fixed towooden
cleats with CP brass screws with concealed fittingsarrangement of approved
quality and colour.
17.73.1 450 mm long towel rail with total length of 495 mm,78 mm wide and effective each 503.85
height of 88 mm, weighing notless than 170 gms
17.73.2 600 mm long towel rail with total length of 645 mm, width78 mm and effective each 527.10
height of 88 mm, weighing not lessthan 190 gms.
17.74 Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36mm height each 532.90
of approved quality and colour, weighing not less than300 gms.

17.75 Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100mm with 1/2" each 80.50
BSP thread and shapes, weighing not less than 60gms.

17.76 Providing and fixing PTMT urinal cock of approved quality and colour.

17.76.1 15 mm nominal bore, 80 mm long, 42 mm high and 30mmwide with BSP each 130.20
female threads weighing not less than 48 gms
 123

Item Code Description Unit Justified Rate

17.77 Providing and fixing M.S. holder bat clamp of approved design tosand cast iron/
cast iron (spun) pipes comprising of M.S. flat bracketsmade of 50x5 mm flat of
specified shape, projecting 75 mm outsidethe wall surface and fixed on wall
with 4nos, 6mm dia expansionhold fasteners, including drilling necessary holes
in brick wall/ CC/RCC surface and the cost of bolts etc. The pipes shall be fixed
to thealready fixed brackets with the help of 30 mm x1.6 mm galvanisedM.S.
flats of specified shape and of total length 420 mm and shall befixed with M.S.
nuts, bolts, & washers of size 25x6 mm, one boltson each side of the pipe.

17.77.1 Total bracket length 580 mm of approved shape and design(for single 100 mm each 219.45
dia pipe)
17.77.2 Total bracket length 810 mm of approved shape and design(for two 100 mm dia each 271.10
pipes)
17.77.3 Total bracket length 1040 mm of approved shape anddesign (for three 100 mm each 322.55
dia pipes)
17.78 Providing and fixing white vitreous china extended wall mountingwater closet of each 11,505.55
size 780x370x690 mm of approved shape includingproviding & fixing white
vitreous china cistern with dual flush fitting,of flushing capacity 3 litre/ 6 litre
(adjustable to 4 litre/ 8 litres),including seat cover, and cistern fittings, nuts,
bolts and gasket etccomplete.

17.79 Providing & fixing white vitreous china water less urinal of size 600 x 330 x 315 each 13,911.55
mm having antibacterial /germs free ceramic surface, fixed with cartridge
having debris catcher and hygiene seat.
17.80 Providing and fixing white vitreous china battery based infrared sensoroperated each 6,129.50
urinal of approx. size 610 x 390 x 370 mm having pre &post flushing with water
(250 ml & 500 ml consumption), havingwater inlet from back side, including
fixing to wall with suitablebrackets all as per manufacturers specification and
direction ofEngineer-in-charge.

17.81 Providing and fixing floor mounted, white vitreous china single piece,double each 14,165.35
traps syphonic water closet of approved brand/make, shape,size and pattern
including integrated white vitreous china cistern ofcapacity 10 litres with dual
flushing system, including all fittings andfixtures with seat cover, cistern
fittings, nuts, bolts and gasket etcincluding making connection with the existing
P/S trap, complete inall respect as per directions of Engineer-in-Charge.

18 WATER SUPPLY
18.1 Providing and fixing Polyethelene-Aluminium-Polyethelene PE-AL- PE Composite
Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black
having thermal stability for hot & 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 - EXPOSED ON WALL

18.1.1 1216 (16 mm OD) pipe metre 260.70

18.1.2 1620 (20 mm OD) pipe metre 289.40
18.1.3 2025 (25 mm OD) pipe metre 378.55
18.1.4 2532 (32 mm OD) pipe metre 463.50
18.1.5 3240 (40 mm OD) pipe metre 667.90
18.1.6 4050 (50 mm OD) pipe metre 788.65
 124

Item Code Description Unit Justified Rate

18.2 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 80T, including all special fittings of composite material
(engineering plastic blend and brass inserts wherever required) e.g. elbows,
tees, reducers, couplers & connectors etc., with clamps at 1.00 metre spacing.
This includes the costs of cutting chases and including testing of joints
complete as per direction of the engineer in charge. Concealed work,
including cutting chases and making good the wall etc.

18.2.1 1216 (16 mm OD) pipe metre 430.05

18.2.2 1620 (20 mm OD) pipe metre 450.40
18.2.3 2025 (25 mm OD)pipe metre 552.05
18.2.4 2532(32 mm 00) pipe metre 633.35
18.3 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 direction of the engineer in charge.

18.3.1 1216 (16 mm OD) pipe metre 240.70

18.3.2 1620 (20 mm OD ) pipe metre 255.80
18.3.3 2025 (25 mm OD ) pipe metre 331.30
18.3.4 2532 (32 mm OD ) pipe metre 391.70
18.3.5 3240 (40 mm OD ) pipe metre 563.55
18.3.6 4050 (50 mm OD ) pipe metre 684.35
18.4 Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes
confirming to IS 15801, UV stabilized & anti - microbial fusion welded, having
thermal stability for hot & cold water supply, including all PP - R plain & brass
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-Charge. Internal Exposed on walls

18.4.1 PN - 16 Pipe, 20mm OD (SDR-7.4) metre 226.70

18.4.2 PN - 16 Pipe, 25mm OD (SDR-7.4) metre 280.15
18.4.3 PN - 16 Pipe, 32mm OD (SDR-7.4) metre 317.30
18.4.4 PN - 16 Pipe, 40mm OD (SDR-7.4) metre 461.50
18.4.5 PN - 10 Pipe, 50mm OD (SDR-11) metre 585.70
18.5 Providing and fixing 3 layer PP-It (Poly propylene Random copolymer) pipes
confirming to 15:15801, 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. Concealed work,including cutting chases and making good the

18.5.1 PN - 16 Pipe, 20mm OD (50R-7.4) metre 365.95

18.5.2 PN - 16 Pipe, 25mm OD (50-7.4) metre 419.55
18.5.3 PN - 16 Pipe, 32mm OD (5013-7.4) metre 454.70
 125

Item Code Description Unit Justified Rate

18.6 Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes
confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having
thermal stability for hot & cold water supply, including all PP - R plain & brass
threaded polypropylene random fittings, including trenching, refilling & testing
of joints complete as per direction of Engineer-in-Charge. External work

18.6.1 PN - 16 Pipe, 20mm OD (SDR-7.4) metre 187.45

18.6.2 PN - 16 Pipe, 25 mm OD (SDR-7.4) metre 235.00
18.6.3 PN - 16 Pipe, 32 mm OD (SDR-7.4) metre 280.50
18.6.4 PN - 16 Pipe, 40 mm OD (SDR-7.4) metre 366.60
18.6.5 PN - 10 Pipe, 50 mm OD (SDR-11) metre 496.20
18.6.6 PN - 10 Pipe, 63 mm OD (SDR-11) metre 572.00
18.6.7 PN - 10 Pipe, 75 mm OD (SDR-11) metre 767.10
18.6.8 PN - 10 Pipe, 90 mm OD (SDR-11) metre 1,067.65
18.6.9 PN - 10 Pipe, 110 mm OD (SDR-11) metre 1,471.85
18.6.10 PN - 10 Pipe, 160 mm OD (SDR-11) metre 3,945.00
18.6A Providing and fixing PPR Unions
18.6A.1 PPR Union 20mm each 267.50
18.6A.2 PPR Union 25mm each 325.55
18.6A.3 PPR Union 32mm each 372.00
18.6A.4 PPR Union 40mm each 453.30
18.6A.5 PPR Union SOmm each 674.00
18.6A.6 PPR Union 63mm each 836.60
18.6A.7 PPR Union 75mm each 1,475.45
18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having
thermal stability for hot & cold water supply, including all CPVC plain & brass
threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This
includes jointing of pipes & fittings with one step CPVC solvent cement and
testing of joints complete as per direction of Engineer in Charge. Internal work -
Exposed on wall

18.7.1 15 mm nominal dia Pipes metre 227.50

18.7.2 20 mm nominal dia Pipes metre 287.95
18.7.3 25 mm nominal dia Pipes metre 360.40
18.7.4 32 mm nominal dia Pipes metre 440.85
18.7.5 40 mm nominal dia Pipes metre 592.40
18.7.6 50 mm nominal dia Pipes metre 811.70
18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having
thermal stability for hot & cold water supply, including all CPVC plain & brass
threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This
includes jointing of pipes & fittings with one step CPVC solvent cement and
the cost of cutting chases and making good the same including testing of
joints complete as per direction of Engineer in Charge. Concealed work,
including cutting chases and making good the walls etc.

18.8.1 15 mm nominal dia Pipes metre 367.05

18.8.2 20 mm nominal dia Pipes metre 430.05
18.8.3 25 mm nominal dia Pipes metre 527.60
18.8.4 32 mm nominal dia Pipes metre 602.85
18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having
thermal stability for hot & cold water supply including all CPVC plain & brass
threaded fittings This includes jointing of pipes & fittings with one step CPVC
solvent cement, trenching, refilling & testing of joints complete as per direction
of Engineer in Charge. External work
 126

Item Code Description Unit Justified Rate

18.9.1 15 mm nominal dia Pipes metre 193.90
18.9.2 20 mm nominal dia Pipes metre 240.70
18.9.3 25 mm nominal dia Pipes metre 323.95
18.9.4 32 mm nominal dia Pipes metre 379.85
18.9.5 40 mm nominal dia Pipes metre 488.05
18.9.6 50 mm nominal dia Pipes metre 707.40
18.9.7 65 mm nominal dia Pipes metre 1,372.60
18.9.8 80 mm nominal dia Pipes metre 1,731.60
18.9.9 100 mm nominal dia Pipes metre 2,446.10
18.9.10 150 mm nominal dia Pipes metre 5,105.00
18.10 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c
cutting and making good the walls etc. Internal work - Exposed on wall

18.10.1 15 mm dia nominal bore metre 269.00

18.10.2 20 mm dia nominal bore metre 329.45
18.10.3 25 mm dia nominal bore metre 432.15
18.10.4 32 mm dia nominal bore metre 495.20
18.10.5 40 mm dia nominal bore metre 636.50
18.10.6 50 mm dia nominal bore metre 783.35
18.11 Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c
making good the walls etc. concealed pipe, including painting with anti
corrosive bitumastic paint, cutting chases and making good the wall :

18.11.1 15 mm dia nominal bore metre 404.35

18.11.2 20 mm dia nominal bore metre 452.65
18.12 Providing and fixing G.I. pipes complete with G.I. fittings including trenching
and refilling etc. External work
18.12.1 15 mm dia nominal bore metre 234.00
18.12.2 20 mm dia nominal bore metre 275.50
18.12.3 25 mm dia nominal bore metre 365.00
18.12.4 32 mm dia nominal bore metre 399.50
18.12.5 40 mm dia nominal bore metre 487.30
18.12.6 50 mm dia nominal bore metre 570.50
18.12.7 65 mm dia nominal bore metre 670.90
18.12.8 80 mm dia nominal bore metre 801.55
18.13 Making connection of G.I. distribution branch with Cl. main of following sizes by
providing and fixing tee, including cutting and threading the pipe etc. complete:

18.13.1 25 to 40 mm nominal bore each 689.45

18.13.2 50 to 80 mm nominal bore each 1,357.95
18.14 Fixing water meter and stop cock in G.I. pipe line including cutting and each 613.95
threading the pipe and making long screws etc. complete (cost of water meter
and stop cock to be paid separately). BRASS FITTINGS

18.15 Providing and fixing brass bib cock of approved quality :

18.15.1 15 mm nominal bore each 263.75
18.15.2 20 mm nominal bore each 284.70
18.16 Providing and fixing brass stop cock of approved quality :
18.16.1 15 mm nominal bore each 263.75
18.16.2 20 mm nominal bore each 284.70
18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality
(screwed end) :
18.17.1 25 mm nominal bore each 462.15
 127

Item Code Description Unit Justified Rate

18.17.1A 20 mm nominal bore each 400.85
18.17.2 32 mm nominal bore. each 512.10
18.17.3 40 mm nominal bore each 614.05
18.17.4 50 mm nominal bore each 762.45
18.17.5 65 mm nominal bore each 1,294.10
18.17.6 80 mm nominal bore each 1,933.85
18.18 Providing and fixing ball valve (brass) of approved quality, High or low
pressure, with plastic floats complete :
18.18.1 15 mm nominal bore each 302.85
18.18.2 20 mm nominal bore each 345.00
18.18.3 25 mm nominal bore each 346.55
18.19 Providing and fixing gun metal non- return valve of approved quality
(screwed end) :
18.19.1 25 mm nominal bore
18.19.1.1 Horizontal each 439.80
18.19.1.2 Vertical each 497.90
18.19.2 32 mm nominal bore
18.19.2.1 Horizontal each 588.20
18.19.2.2 Vertical each 675.30
18.19.3 40 mm nominal bore
18.19.3.1 Horizontal each 707.55
18.19.3.2 Vertical each 910.80
18.19.4 50 mm nominal bore
18.19.4.1 Horizontal each 1,018.90
18.19.4.2 Vertical each 1,146.65
18.19.5 65 mm nominal bore
18.19.5.1 Horizontal each 1,817.70
18.19.5.2 Vertical each 1,846.75
18.19.6 80 mm nominal bore
18.19.6.1 Horizontal each 2,721.40
18.19.6.2 Vertical each 3,069.85
18.20 Providing and fixing brass ferrule with C.I. mouth cover including boring and
tapping the main :
18.20.1 15 mm nominal bore each 261.85
18.20.2 20 mm nominal bore each 302.05
18.20.3 25 mm nominal bore each 388.05
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 64.95
18.21.1.2 20 mm nominal bore each 70.75
18.21.2 45 cm length
18.21.2.1 15 mm nominal bore each 73.95
18.21.2.2 20 mm nominal bore each 89.05
18.22 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :

18.22.1 100 mm diameter each 144.40

18.22.2 150 mm diameter each 165.05
18.23 Laying in position centrifugally cast (spun) iron S&S or flanged pipes (excluding quintal 264.70
cost of pipe).
 128

Item Code Description Unit Justified Rate

18.24 Laying in position S&S or flanged C.I. special such as tees, bends, collars, quintal 490.55
tapers and caps etc.(excluding cost of specials).
18.25 Providing and laying S&S C.I. standard specials such as tees, bends, collars,
tapers, caps etc. (Heavy class):
18.25.1 Up to 300 mm dia quintal 4,921.20
18.25.2 Over 300 mm dia quintal 4,921.20
18.26 Providing and laying flanged C.I. standard specials such as tees, bends, collars,
tapers, caps etc., suitable for flanged jointing as per IS : 1538 :

18.26.1 Up to 300 mm dia quintal 7,128.05

18.26.2 Over 300 mm dia quintal 6,605.35
18.27 Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA)
conforming to IS - 1536 :
18.27.1 100 mm dia pipe metre 1,052.00
18.27.2 125 mm dia pipe metre 1,313.15
18.27.3 150 mm dia pipe metre 1,585.85
18.27.4 200 mm dia pipe metre 2,679.65
18.27.5 250 mm dia pipe metre 3,502.50
18.27.6 300 mm dia pipe metre 4,716.25
18.27.7 350 mm dia pipe metre 5,665.60
18.27.8 400 mm dia pipe metre 7,449.40
18.27.9 450 mm dia pipe metre 9,019.75
18.27.10 500 mm dia pipe metre 10,470.25
18.27.11 600 mm dia pipe metre 14,626.25
18.28 Providing lead caulked joints to spun iron or C.I. pipes and specials, including
testing of joints but excluding the cost of pig lead :

18.28.1 100 mm diameter pipe each 368.90

18.28.2 125 mm diameter pipe each 548.25
18.28.3 150 mm diameter pipe each 553.70
18.28.4 200 mm diameter pipe each 735.95
18.28.5 250 mm diameter pipe each 920.05
18.28.6 300 mm diameter pipe each 1,106.70
18.28.7 350 mm diameter pipe each 1,125.20
18.28.8 400 mm diameter pipe each 1,481.85
18.28.9 450 mm diameter pipe each 1,663.95
18.28.10 500 mm diameter pipe each 1,759.00
18.28.11 600 mm diameter pipe each 2,387.00
18.29 Supplying pig lead at site of work. quintal 24,408.45
18.30 Providing flanged joints to double flanged C.I./ D.I. pipes and specials, including
testing of joints :
18.30.1 80 mm diameter pipe each 161.00
18.30.2 100 mm diameter pipe each 250.75
18.30.3 125 mm diameter pipe each 267.00
18.30.4 150 mm diameter pipe each 302.40
18.30.5 200 mm diameter pipe each 331.45
18.30.6 250 mm diameter pipe each 457.15
18.30.7 300 mm diameter pipe each 462.95
18.30.8 350 mm diameter pipe each 581.40
18.30.9 400 mm diameter pipe each 794.65
18.30.10 450 mm diameter pipe each 975.80
18.30.11 500 mm diameter pipe each 1,106.50
 129

Item Code Description Unit Justified Rate

18.30.12 600 mm diameter pipe each 1,297.30
18.31 Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts,
rubber insertions etc. (the tail pieces if required will be paid separately) :

18.31.1 100 mm diameter

18.31.1.1 Class I each 3,571.95
18.31.1.2 Class II each 3,923.20
18.31.2 125 mm diameter
18.31.2.1 Class I each 3,851.15
18.31.2.2 Class II each 4,713.50
18.31.3 150 mm diameter
18.31.3.1 Class I each 5,212.10
18.31.3.2 Class II each 5,805.90
18.31.4 200 mm diameter
18.31.4.1 Class I each 10,106.95
18.31.4.2 Class II each 11,763.90
18.31.5 250 mm diameter
18.31.5.1 Class I each 14,580.55
18.31.5.2 Class II each 19,503.50
18.31.6 300 mm diameter
18.31.6.1 Class I each 20,159.20
18.31.6.2 Class II each 23,953.25
18.32 Constructing masonry Chamber 30x30x50 cm inside, in brick work in
cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface
box 100x100 x75 mm (inside) with hinged cover fixed in reinforced cement
concrete slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone
aggregate 20 mm nominal size), i/c necessary excavation, foundation
concrete 1:5:10) 1 cement :5 fine sand : 10 graded stone aggregate 40mm
nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3
coarse sand) 12mm thick, finished with a floating coat of neat cement complete
as per standard design :

18.32.1 With common burnt clay F.P.S.(non modular) bricks of class designation each 1,590.10
7.5
18.33 Constructing masonry Chamber 60x60x75 cm inside, in brick work in
cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I.
surface box 100mm top diameter, 160 mm bottom diameter and 180 mm
deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5
coarse sand : 3 graded stone aggregate 20rnm nominal size ) , i/c necessary
excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded
stone aggregate 40 mm nominal size) and inside plastering with cement mortar
1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of
neat cement complete as per standard design :

18.33.1 With common burnt clay F.P.S.(non modular) bricks of class designation each 8,630.70
7.5
18.34 Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement
mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with CL surface box
100 rrrn top diameter, 160 mm bottom diameter and 180 mm deep (inside)
with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3
graded stone aggregate 20 mm nominal size ), i/c necessary excavation,
foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone
aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3
(1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat
cement complete as per standard design .

18.34.1 With common burnt clay F.P.S.(non modular) bricks of class designation each 14,967.85
7.5
 130

Item Code Description Unit Justified Rate

18.35 Constructing masonry Chamber 120x120x100 cm inside, in brtck 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 1:1.5:3 mix (1 cement : 1.5
coarse sand : 3 graded stone aggregate 20 mm nominal size), i/c necessary
excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded
stone aggregate 40 mm nominal size) and inside plastering with cement mortar
1:3 (1. cement : 3 coarse sand) 12 mm thick, finished with a floating coat of
neat cement complete as per standard design :

18.35.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 each 20,700.95

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

cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.I.
surface box 350x350 mm top and 165 mm deep ( inside) with chained lid and
RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone
aggregate 20 mm nominal size ) , i/c necessary excavation, foundation concrete
1:5:10(1 cement :5 fine sand:10 graded stone aggregate 40 mm nominal size)
and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12
mm thick, finished with a foating 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 8,762.20

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

cement mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with
C.I. double flap surface box 400x200x200 mm (inside) with locking
arrangement and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3
graded stone aggregate 20 mm nominal size) , i/c necessary excavation,
foundation concrete 1:5:10 ( 1 cement : S fine sand:10 graded stone
aggregate 40 mm nominal size) and inside plastering with cement mortar
1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of
neat cement complete as per standard design :

18.37.1 With common burnt clay F.P.S.Inon modular) br cks of class designation 7.5 each 7,746.20

18.38 Painting G.I. pipes and fittings with synthetic enamel white paint with two coats
over a ready mixed priming coat, both of approved quality for new work :

18.38.1 15 mm diameter pipe metre 14.40

18.38.2 20 mm diameter pipe metre 17.25
18.38.3 25 mm diameter pipe metre 22.45
18.38.4 32 mm diameter pipe metre 26.95
18.38.5 40 mm diameter pipe metre 31.65
18.38.6 50 mm diameter pipe metre 37.80
18.39 Repainting G.I. pipes and fittings with synthetic enamel white paint with one
coat of approved quality :
18.39.1 15 mm diameter pipe metre 7.10
18.39.2 20 mm diameter pipe metre 8.45
18.39.3 25 mm diameter pipe metre 10.75
18.39.4 32 mm diameter pipe metre 12.85
18.39.5 40 mm diameter pipe metre 14.90
18.39.6 50 mm diameter pipe metre 17.75
18.40 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint
of approved quality :
18.40.1 15 mm diameter pipe metre 8.80
18.40.2 20 mm diameter pipe metre 10.55
18.40.3 25 mm diameter pipe metre 13.45
18.40.4 32 mm diameter pipe metre 16.20
18.40.5 40 mm diameter pipe metre 18.45
 131

Item Code Description Unit Justified Rate

18.40.6 50 mm diameter pipe metre 22.25
18.40.7 65 mm diameter pipe metre 27.55
18.40.8 80 mm diameter pipe metre 32.05
18.41 Providing and filling sand of grading zone V or coarser grade, allround the G.I.
pipes in external work :
18.41.1 15 mm diameter pipe metre 137.00
18.41.2 20 mm diameter pipe metre 138.85
18.41.3 25 mm diameter pipe metre 142.55
18.41.4 32 mm diameter pipe metre 146.30
18.41.5 40 mm diameter pipe metre 148.15
18.41.6 50 mm diameter pipe metre 153.70
18.41.7 65 mm diameter pipe metre 242.55
18.41.8 80 mm diameter pipe metre 249.95
18.41.9 100 mm diameter pipe metre 264.80
18.41.10 150 mm diameter pipe metre 394.40
18.42 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 after the hand pump / tube well is lowered and tested :

18.42.1 Up to 6 metres depth metre 547.55

18.42.2 Beyond 6 m and up to 12 m depth metre 648.00
18.42.3 Beyond 12 m and up to 18 m depth metre 751.60
18.43 Providing and placing in position filters of 40 mm diameter G.I. pipe with brass metre 717.05
strainer of approved quality.
18.44 Providing and fixing to filter and lowering to proper levels 40 mm G.I. pipe for metre 437.40
tube well including cleaning and priming the tube well.
18.45 Providing and placing in position hand pump of approved quality for 40 mm each 1,032.95
diameter G.I. pipe complete with all accessories.
18.46 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the
pipe and making long screws etc. complete (New work) :

18.46.1 15 mm nominal bore each 238.45

18.46.2 20 mm nominal bore each 261.65
18.46.3 25 mm nominal bore each 331.35
18.46.4 32 mm nominal bore each 366.20
18.46.5 40 mm nominal bore each 464.95
18.46.6 50 mm nominal bore each 628.15
18.46.7 65 mm nominal bore each 877.90
18.46.8 80 mm nominal bore each 935.95
18.47 Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading
the pipe and making long screws, including excavation, refilling the earth or
cutting of wall and making good the same complete wherever required :

18.47.1 15 mm nominal bore each 625.05

18.47.2 20 mm nominal bore each 648.30
18.47.3 25 mm nominal bore each 718.00
18.47.4 32 mm nominal bore each 752.80
18.47.5 40 mm nominal bore each 851.55
18.47.6 50 mm nominal bore each 1,155.35
18.47.7 65 mm nominal bore each 1,405.10
18.47.8 80 mm nominal bore each 1,463.15
 132

Item Code Description Unit Justified Rate

18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage per litre 8.40
tank, IS : 12701 marked, with cover and suitable locking arrangement and
making necessary holes for inlet, outlet and overflow pipes but without fittings
and the base support for tank.

18.48A Providing and fixing rectangular high density polyethylene water storage loft per litre 8.40
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 separately.

18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to
IS:8931 :
18.49.1 15 mm nominal bore each 376.95
18.5 Providing and fixing C.P. brass long nose bib cock of approved quality
conforming to IS standards and weighing not less than 810 gms.

18.50.1 15 mm nominal bore each 620.75

18.51 Providing and fixing C.P. brass long body bib cock of approved quality
conforming to IS standards and weighing not less than 690 gms.

18.51.1 15 mm nominal bore each 615.00

18.52 Providing and fixing C.P. brass stop cock (concealed) of standard design and of
approved make conforming to IS:8931.
18.52.1 15 mm nominal bore each 516.35
18.53 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of
approved quality conforming to IS:8931
18.53.1 15mm nominal bore each 434.40
18.53A Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of each 53.60
approved make and quality as per direction of Engineer-in-charge.

18.54 Providing and fixing PTMT bib cock of approved quality and colour.
18.54.1 15mm nominal bore, 86 mm long, weighing not less than 88 gms each 95.35
18.54.2 15 mm nominal bore, 122mm long, weighing not less than 99 gms each 124.40
18.54.3 15 mm nominal bore, 165 mm long, weighing not less than 110 gms each 136.00

18.54.4 15 mm nominal bore, 90 mm long, weighing not less than 93 gms each 147.60
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 89.55
18.55.2 20 mm nominal bore, 89 mm long, weighing not less than 88 gms each 98.85
18.55.3 Concealed stop cock, 15 mm nominal bore, 108 mm long, weighing not less each 159.25
than 108 gms
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 156.95

18.56.2 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms each 168.55

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 83.75
18.57.2 15 mm nominal bore, 80 mm long, weighing not less than 46 gms each 72.10
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 28.85
18.58.1.2 125 mm nominal dia with 25 mm waste hole each 39.30
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 each 147.30
grating
 133

Item Code Description Unit Justified Rate

18.59 Providing and fixing C.I. double acting air valve of approved quality with bolts,
nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will
be paid separately) :
18.59.1 50 mm dia each 4,492.00
18.59.2 80 mm dia each 5,432.80
18.59.3 100 mm dia each 7,134.40
18.60 Providing and fixing enclosed type water meter (bulk type) conforming to
IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber
insertions etc. (The tail pieces if required will be paid separately) :

18.60.1 80 mm dia nominal bore each 2,839.90

18.60.2 100 mm dia nominal bore each 4,344.15
18.60.3 150 mm dia nominal bore each 6,395.45
18.60.4 200 mm dia nominal bore each 7,022.95
18.61 Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts,
bolts, rubber insertions etc. complete conforming to IS : 2373 :

18.61.1 80 mm dia each 3,594.90

18.61.2 100 mm dia each 5,769.30
18.61.3 150 mm dia each 7,295.60
18.61.4 200 mm dia each 10,176.40
18.62 Providing and fixing PTMT Ball cock of approved quality, colour and make
complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball.

18.62.1 15 mm nominal bore, 105 mm long, weighing not less than 138 gms each 140.25

18.62.2 20 mm nominal bore, 120 mm long, weighing not less than 198 gms each 194.05

18.62.3 25 mm nominal bore, 152mm long, weighing not less than 440 gms each 398.80
18.62.4 40 mm nominal bore, 206mm long, weighing not less than 690 gms each 567.20
18.62.5 50 mm nominal bore, 242mm long, weighing not less than 1240 gms each 1,031.80

18.63 Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not each 118.60
less than 85 gms
18.64 Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing each 92.15
not less than 40 gms
18.65 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth each 84.00
102mm, height of 75mm with concealed fitting arrangements, weighing not less
than 106 gms.
18.66 Providing and laying S&S C.I. Standard specials such as tees, bends, collars
tapers and caps etc, suitable for flanged jointing as per IS : 1538 :

18.66.1 Up to 300 mm dia quintal 6,535.65

18.66.2 Above 300 mm dia quintal 7,708.80
18.67 Providing and laying S&S C.I. Standard specials suitable for mechanical jointing
as per IS : 13382 :
18.67.1 Up to 300 mm dia quintal 10,462.70
18.67.2 Above 300 mm dia quintal 11,016.75
18.68 Providing and laying D.I. specials of class K-12 suitable for push-on jointing as
per IS : 9523 :
18.68.1 Up to 600 mm dia quintal 14,910.10
18.68.2 Above 600 mm dia quintal 20,485.30
18.68A Providing and laying Class K-12 Ductile Iron double chamber restrained
joint (bolt less) specials such as tees, bends, collars, tapers and caps etc.
conforming to IS 9523 including testing of joints all complete

18.68A.1 Up to 600 mm dia quintal 507.50

18.68A.2 Above 600 mm dia quintal 507.50
 134

Item Code Description Unit Justified Rate

18.69 Providing and laying D.I. Specials of Class K - 12 suitable for mechanical
jointing as per IS : 9523 :
18.69.1 Up to 600 mm dia quintal 15,665.05
18.69.2 Above 600 mm dia quintal 22,285.60
18.70 Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron
Pipes including testing of joints and the cost of rubber gasket ,

18.70.1 100 mm dia pipes joint 85.90

18.70.2 150 mm dia pipes joint 139.30
18.70.3 200 mm dia pipes joint 204.35
18.70.4 250 mm dia pipes joint 249.60
18.70.5 300 mm dia pipes joint 318.10
18.70.6 350 mm dia pipes joint 370.35
18.70.7 400 mm dia pipes joint 513.20
18.70.8 450 mm dia pipes joint 593.30
18.70.9 500 mm dia pipes joint 633.40
18.70.10 600 mm dia pipes joint 851.10
18.70.11 700 mm dia pipes joint 1,110.75
18.70.12 750 mm dia pipes joint 1,215.25
18.70.13 800 mm dia pipes joint 1,391.10
18.70.14 900 mm dia pipes joint 1,730.15
18.70.15 1000 mm dia pipes joint 1,994.95
18.71 Providing and laying Double Flanged (screwed / welded) Centrifugally
(Spun) Cast Iron, Class B (IS : 1536) :
18.71.1 100 mm dia C.I. Double Flanged Pipe metre 1,597.20
18.71.2 150 mm dia C.I. Double Flanged Pipe metre 2,502.70
18.71.3 200 mm dia C.I. Double Flanged Pipe metre 3,940.55
18.71.4 250 mm dia C.I. Double Flanged Pipe metre 4,777.75
18.71.5 300 mm dia C.I. Double Flanged Pipe metre 6,106.85
18.71.6 350 mm dia C.I. Double Flanged Pipe metre 7,688.40
18.71.7 400 mm dia C.I. Double Flanged Pipe metre 9,937.45
18.71.8 450 mm dia C.I. Double Flanged Pipe metre 12,637.40
18.71.9 500 mm dia C.I. Double Flanged Pipe metre 15,667.35
18.71.10 600 mm dia C.I. Double Flanged Pipe metre 21,700.90
18.72 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes
conforming to IS : 8329 :
18.72.1 100 mm dia Ductile Iron Class K-7 pipes metre 974.15
18.72.2 150 mm dia Ductile Iron Class K-7 pipes metre 1,391.40
18.72.3 200 mm dia Ductile Iron Class K-7 pipes metre 1,717.05
18.72.4 250 mm dia Ductile Iron Class K-7 pipes metre 2,210.75
18.72.5 300 mm dia Ductile Iron Class K-7 pipes metre 2,761.30
18.72.6 350 mm dia Ductile Iron Class K-7 pipes metre 3,280.40
18.72.7 400 mm dia Ductile Iron Class K-7 pipes metre 3,932.85
18.72.8 450 mm dia Ductile Iron Class K-7 pipes metre 4,762.30
18.72.9 500 mm dia Ductile Iron Class K-7 pipes metre 5,380.95
18.72.10 600 mm dia Ductile Iron Class K-7 pipes metre 6,940.65
18.72.11 700 mm dia Ductile Iron Class K-7 pipes metre 9,048.35
18.72.12 800 mm dia Ductile Iron Class K-7 pipes metre 11,283.55
18.72.13 900 mm dia Ductile Iron Class K-7 pipes metre 14,558.05
18.72.14 1000 mm dia Ductile Iron Class K-7 pipes metre 15,346.85
 135

Item Code Description Unit Justified Rate

18.72.15 100 mm dia Ductile Iron Class K-9 pipes metre 939.70
18.72.16 150 mm dia Ductile Iron Class K-9 pipes metre 1,412.20
18.72.17 200 mm dia Ductile Iron Class K-9 pipes metre 1,936.35
18.72.18 250 mm dia Ductile Iron Class K-9 pipes metre 2,698.40
18.72.19 300 mm dia Ductile Iron Class K-9 pipes metre 3,374.05
18.72.20 350 mm dia Ductile Iron Class K-9 pipes metre 4,129.80
18.72.21 400 mm dia Ductile Iron Class K-9 pipes metre 5,283.20
18.72.22 450 mm dia Ductile Iron Class K-9 pipes metre 6,147.50
18.72.23 500 mm dia Ductile Iron Class K-9 pipes metre 7,671.60
18.72.24 600 mm dia Ductile Iron Class K-9 pipes metre 9,296.80
18.72.25 700 mm dia Ductile Iron Class K-9 pipes metre 12,817.80
18.72.26 750 mm dia Ductile Iron Class K-9 pipes metre 13,929.25
18.72.27 800 mm dia Ductile Iron Class K-9 pipes metre 14,144.90
18.72.28 900 mm dia Ductile Iron Class K-9 pipes metre 17,134.05
18.72.29 1000 mm dia Ductile Iron Class K-9 pipes metre 19,206.40
18.72A Providing, laying, jointing and testing S8i5 Centrifugally Cast Ductile Iron
double chamber Class K-9 pressure pipes conforming to IS 8329:2000 with
restrained joints (bolt less), all complete.
18.72A.1 100 mm nominal dia pipe metre 59.55
18.72A.2 150 mm nominal dia pipe metre 76.30
18.72A.3 209 mm nominal dia .1pe metre 97.55
18.72A.4 250 mm nominal dia pipe metre 124.35
18.72A.5 300 mm nominal dia pipe metre 154.05
18.72A.6 350 mm nominal dia pipe metre 196.30
18.72A.7 400 mm nominal dia pipe metre 247.80
18.72A.8 450 mm nominal dia pipe metre 309.15
18.72A.9 500 mm nominal dia pipe metre 375.90
18.72A.10 600 mm nominal dia pipe metre 480.50
18.72A.11 700 mm nominal dia pipe metre 584.65
18.72A.12 750 mm nominal dia pipe metre 714.35
18.72A.13 800 mm nominal dia pipe metre 874.75
18.72A.14 900 mm nominal dia pipe metre 1,110.55
18.72A.15 1000 mm nominal dia pipe metre 1,397.60
18.73 Providing and laying Double Flanged (Screwed/ Welded) Centrifugally (Spun)
Ductile Iron Pipes of Class K - 9 conforming to IS : 8329 :

18.73.1 100 mm dia Ductile Iron Double Flanged metre 1,339.50

18.73.2 150 mm dia Ductile Iron Double Flanged metre 2,009.70
18.73.3 200 mm dia Ductile Iron Double Flanged metre 2,538.40
18.73.4 250 mm dia Ductile Iron Double Flanged metre 3,599.70
18.73.5 300 mm dia Ductile Iron Double Flanged metre 4,624.15
18.73.6 350 mm dia Ductile Iron Double Flanged metre 5,821.65
18.73.7 400 mm dia Ductile Iron Double Flanged metre 7,466.95
18.73.8 450 mm dia Ductile Iron Double Flanged metre 6,125.80
18.73.9 500 mm dia Ductile Iron Double Flanged metre 11,100.55
18.73.10 600 mm dia Ductile Iron Double Flanged metre 14,708.35
18.73.11 700 mm dia Ductile Iron Double Flanged metre 17,412.00
18.74 Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts,
collar and bush of approved quality and colour.
18.74.1 15 mm nominal bore with 30cm length each 74.25
 136

Item Code Description Unit Justified Rate

18.74.2 15 mm nominal bore with 45 cm length each 93.70
18.75 Providing and fixing PTMT extension nipple for water tank pipe, fittings of
approved quality and colour.
18.75.1 15 mm nominal bore, weighing not less than 32 gms each 37.35
18.75.2 20 mm nominal bore, weighing not less than 40 gms each 66.40
18.75.3 25mm nominal bore, weighing not less than 62 gms each 87.30
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 316.80
18.77 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe each 338.90
etc. and repairing the hole after insertion of drain pipe etc. with cement
concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size), including finishing complete so as to make it leak proof.

18.78 Making chases up to 7.5x7.5 cm in walls including making good and finishing metre 152.95
with matching surface after housing GI pipe etc.
18.79 Making hole up to 20x20 cm and embedding pipes up to 150 mm diameter in metre 173.80
masonry and filling with cement concrete 1:3:6 (1 cement : 3 coarse sand: 6
graded stone aggregate 20 mm nominal size) including disposal of malba.

18.80 Disinfecting C.I. water mains by flushing with water containing bleaching
powder @ 0.5 gms per litre of water and cleaning the same with fresh water,
operation to be repeated three times including getting the sample of water
from the disinfected main tested in the municipal laboratory.

18.80.1 80 mm diameter C.I. pipe 100 metre 1,362.00

18.80.2 100 mm diameter C.I. pipe 100 metre 1,789.05
18.80.3 125 mm diameter C.I. pipe 100 metre 2,232.20
18.80.4 150 mm diameter C.I. pipe 100 metre 2,672.90
18.80.5 200 mm diameter C.I. pipe 100 metre 3,557.75
18.80.6 250 mm diameter C.I. pipe 100 metre 4,465.40
18.80.7 300 mm diameter C.I. pipe 100 metre 4,952.25
18.80.8 350 mm diameter C.I. pipe 100 metre 5,451.00
18.80.9 400 mm diameter C.I. pipe 100 metre 5,970.75
18.80.10 450 mm diameter C.I. pipe 100 metre 6,495.85
18.80.11 560 mm diameter C.I. pipe each 7,046.10
18.80.12 600 mm diameter C.I. pipe 100 metre 8,154.15
18.81 Extra for every operation of disinfecting the C.I. main by flushing with water
containing bleaching powder @ 0.5 gms per litre of water and cleaning the
same with fresh water, including getting the samples of water tested in the
municipal laboratory :
18.81.1 80 mm diameter C.I. pipe 100 metre 497.80
18.81.2 100 mm diameter C.I. pipe 100 metre 610.45
18.81.3 125 mm diameter C.I. pipe 100 metre 745.30
18.81.4 150 mm diameter C.I. pipe 100 metre 866.30
18.81.5 200 mm diameter C.I. pipe 100 metre 1,319.00
18.81.6 250 mm diameter C.I. pipe 100 metre 1,511.30
18.81.7 300 mm diameter C.I. pipe 100 metre 1,690.15
18.81.8 350 mm diameter C.I. pipe 100 metre 1,975.10
18.81.9 400 mm diameter C.I. pipe 100 metre 2,262.30
18.81.10 450 mm diameter C.I. pipe 100 metre 2,555.90
18.81.11 500 mm diameter C.I. pipe 100 metre 2,851.30
18.81.12 600 mm diameter C.I. pipe 100 metre 3,450.60
 137

Item Code Description Unit Justified Rate

18.82 Dismantling old C.I. pipes including excavation and refilling trenches after
taking out the pipes, breaking lead caulked joints, melting of lead and making
into blocks, including stacking of pipes at site lead up to 50 metre:

18.82.1 80 mm diameter C.I. pipe metre 229.35

18.82.2 1011 mm diameter C.I. pipe metre 241.65
18.82.3 125 mm diameter C.I. pipe metre 253.50
18.82.4 150 mm diameter C.I. pipe metre 265.65
18.82.5 200 mm diameter C.I. pope metre 299.15
18.82.6 250 mm diameter C.I. pipe metre 332.00
18.82.7 300 mm diameter C.I. pipe metre 362.00
18.82.8 350 mm diameter C.I. pipe metre 391.20
18.82.9 400 mm diameter C.I. pipe metre 418.75
18.82.10 450 mm diameter C.I. pipe metre 446.80
18.82.11 500 mm diameter C.I. pipe metre 472.40
18.82.12 600 mm diameter Cl. pipe metre 519.40
18.83 Labour for cutting C.I. pipe with steel saw.
18.83.1 80 mm diameter C.I. pipe each cut 109.95
18.83.2 100 mm diameter C.I. pipe each cut 147.30
18.83.3 125 mm diameter C.I. pipe each cut 204.20
18.83.4 150 mm diameter C.I. pipe each cut 276.70
18.83.5 200 mm diameter C.I. pipe each cut 369.10
18.83.6 250 mm diameter C.I. pipe each cut 459.20
18.83.7 300 mm diameter C.I. pipe each cut 551.55
18.83.8 350 mm diameter C.I. pipe each cut 641.65
18.83.9 400 mm diameter C.I. pipe each cut 733.70
18.83.10 450 mm diameter C.I. pipe each cut 824.10
18.83.11 500 mm diameter C.I. pipe each cut 916.15
18.83.12 600 mm diameter C.I. pipe each cut 1,094.10
18.84 Providing & fixing chrome plated brass battery based infrared sensor operated
pillar cock, having foam flow technology.
18.84.1 15 mm nominal bore each 6,988.85
18.85 Providing and fixing Stainless Steel pipe and fitting of grade AISI 304 as per JIS
standard 3448 complete with press type fitting (fitting shall be paid for
separately) i/c fixing of the pipe with clamps at 1.00 m spacing including
cutting and making good the walls including testing of joints complete as per
direction of Engineer-in-charge. (The pipe length inserted in the fitting shall not
be measured for payment)

18.85.1 15.88 mm outer dia pipe metre 310.70

18.85.2 22.22 mm outer dia Pipe metre 444.85
18.85.3 28.58 mm outer dia Pipe metre 518.40
18.85.4 34.00 mm outer dia Pipe metre 676.40
18.85.5 42.70 mm outer dia Pipe metre 689.55
18.85.6 48.60 mm outer dia Pipe metre 896.90
18.85A Providing and fixing Stainless Steel pipe and fitting of grade 316L as per IS
6911:2017 and conforming to EN-10312 standards complete with press type
fitting (fitting shall be paid for separately) i/c fixing of the pipe with clamps at
1.00 m spacing including cutting and making good the walls including testing of
joints complete as per direction of Engineer-in-charge. (The pipe length
inserted in the fitting shall not be measured for payment) Internal work -
Exposed on wall

18.85A.1 15 mm outer dia pipe metre 518.00

 138

Item Code Description Unit Justified Rate

18.85A.2 22 mm outer dia Pipe metre 749.75
18.85A.3 28 mm outer dia Pipe metre 933.10
18.85A.4 35 mm outer dia Pipe metre 1,292.95
18.85A.5 42 mm outer dia Pipe metre 1,555.50
18.85A.6 54 mm outer dia Pipe metre 1,970.25
18.86 Providing and fixing Stainless Steel pipe and fitting of grade AISI 304 as per JIS
standard 3448 complete with press type fitting (fitting shall be paid for
separately) i/c fixing of the pipe with clamps at 1.00m 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 - Concealed Pipe

18.86.1 15.88 mm outer dia Pipe. metre 462.95

18.86.2 22.22 mm Outer dia pipe metre 597.15
18.86A Providing and fixing Stainless Steel pipe and fitting of grade 3161_ 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 - Concealed Pipe

18.86A.1 15 mm outer dia Pipe. metre 670.30

18.86A.2 22 mm Outer dia pipes metre 902.05
18.87 Providing and fixing required Stainless Steel Fitting of press fit design of grade
AISI 304 conforming to .IWWA G116 standard with V-profile or M-profile and
with 0-ring sealing gasket of EPDM. Coupling/Socket material of required dia as
per direction of Engineer-in-charge. Coupling/Socket

18.87.1 For 15.88 mm outer dia pipe each 69.70

18.87.2 For 22.22 mm outer dia pipe each 81.30
18.87.3 For 28.58 mm outer dia pipe each 111.80
18.87.4 For 34.00 aim outer dia pipe each 156.80
18.87.5 For 42.70 mm outer dia pipe each 185.85
18.87.6 For 48.60 mm outer dia pipe each 209.05
18.87A Providing and fixing required Stainless Steel Fitting of press fit design of grade
316L as per IS 6911:2017 and conforming to EN-10312 standards with V-profile
and with O-ring sealing gasket of EPDM material of required dia as per direction
of Engineer-in-charge. Coupling/Socket

18.87A.1 For 15 mm outer dia pipe each 249.70

18.87A.2 For 22 mm outer dia pipe each 313.60
18.87A.3 For 28 mm outer dia pipe each 365.85
18.87A.4 For 35 mm outer dia pipe each 458.80
18.87A.5 For 42 mm outer dia pipe each 621.40
18.87A.6 For 54 mm outer dia pipe each 743.35
18.88 Providing and fixing required Stainless Steel Fitting of press fit design of
grade 4151 304 conforming to JWWA 6116 standard with V-profile or M-profile
and with 0-ring sealing gasket of EPDM material of providing and fixing
required Stainless Steel Fitting of press fit design of grade AISI 304
conforming to 1WW4 6116 standard with V-profile or M-profile and with 0-ring
sealing gasket of EPDM material of required dia as per dirction of Engineer-in-
charge. Reducer

18.88.1 For 22.22 mm x 15.88 mm outer dia pipe each 126.05

18.88.2 For 28.58 mm x 15.88 mm outer dia pipe each 177.15
18.88.3 For 28.58 mm x 22.22 mm outer dia pipe each 187.60
 139

Item Code Description Unit Justified Rate

18.88.4 For 34.00 mm x 15.88 mm outer dia pipe each 232.30
18.88.5 For 34.00 mm x 22.22 mm outer dia pipe each 243.90
18.88.6 For 34.00 mm x 28.58 mm outer dia pipe each 243.90
18.88.7 For 42.70 mm x 15.88 mm outer dia pipe each 435.55
18.88.8 For 42.70 mm x 22.22 mm outer dia pipe each 435.55
18.88.9 For 42.70 mm x 28.58 mm outer dia pipe each 453.00
18.88.10 For 42.70 mm x 34.00 mm outer dia pipe each 453.00
18.88.11 For 48.60 mm x 15.88 mm outer dia pipe each 493.65
18.88.12 For 48.60 mm x 22.22 mm outer dia pipe each 493.65
18.88.13 For 48.60 mm x 28.58 mm outer dia pipe each 493.65
18.88.14 For 48.60 mm x 34.00 mm outer dia pipe each 493.65
18.88.15 For 48.60 mm x 42.70 mm outer dia pipe each 493.65
18.88A Providing and fixing required Stainless Steel Fitting of press fit design of grade
3161 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 dirction of Engineer-in- charge. Reducer

18.88A.1 For 22mm a 15 mm outer dia pipe each 296.20

18.88A.2 For 28 mm x 15 mm outer dia pipe each 360.05
18.88A.3 For 28 mm x 22 mm outer dia pipe each 435.55
18.88A.4 For 35 mm x 22 mm outer dia pipe each 441.35
18.88A.5 For 35 mm x 28 mm outer dia pipe each 545.90
18.88A.6 For 42 mm x 22 mm outer dia pipe each 702.70
18.88A.7 For 42 mm x 28 mm outer dia pipe each 801.45
18.88A.8 For 42 mm x 35 mm outer dia pipe each 836.30
18.88A.9 For 54 mm x 28 mm outer dia pipe each 969.85
18.88A.10 For 54 mm x 35 mm outer dia pipe each 1,149.90
18.88A.11 For 54 mm x 42 mm outer dia pipe each 1,196.35
18.89 Providing and fixing required Stainless Steel Fitting of press fit design of
grade AISI 304 conforming to .1WW.4 6116 standard with V-profile or M-
profile and with 0-ring sealing gasket of EPDM material of required dia as
per direction of Engineer-in-charge. Slip Coupling/ Socket

18.89.1 For 15.88 mm outer dia pipe each 63.90

18.89.2 For 22.22 mm outer dia pipe each 81.30
18.89.3 For 28.58 mm outer dia pipe each 110.35
18.89.4 For 34.00 mm outer dia pipe each 156.80
18.89.5 For 42.70 mm outer dia pipe each 185.85
18.89.6 For 48.60 mm outer dia pipe each 203.25
18.89A Providing and fixing required Stainless Steel Fitting of press fit design of
grade 3161 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 Engineer-in- charge. Sleeve/Slip Coupling/ Socket

18.89A.1 For 15 mm outer dia pipe each 435.55

18.89A.2 For 22 mm outer dia pipe each 522.70
18.89A.3 For 28 mm outer dia pipe each 604.00
18.89A.4 For 35 mm outer dia pipe each 673.65
18.89A.5 For 42 mm outer dia pipe each 778.20
18.89A.6 For 54 mm outer dia pipe each 1,109.25
 140

Item Code Description Unit Justified Rate

18.90 Providing and fixing required Stainless Steel Fitting of press fit design of grade
AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and
with O-ring sealing gasket of EPDM material of required dia as per direction of
Engineer-in-charge. Elbow 90°

18.90.1 For 15.88mm outer dia pipe each 75.50

18.90.2 For 22.22 mm outer dia pipe each 81.30
18.90.3 For 28.58 mm outer dia pipe each 121.95
18.90.4 For 34.00 mm outer dia pipe each 139.40
18.90.5 For 42.70 mm outer dia pipe each 151.00
18.90.6 For 48.60 mm outer dia pipe each 185.85
18.90A Providing and fixing required Stainless Steel Fitting of press fit design of grade
316L as per IS 6911:2017 and conforming to EN- 10312 standards with V-
profile and with 0-ring sealing gasket of EPDM material of required dia as per
direction of Engineer-in- charge. Elbow 90°

18.90A.1 For 15 mm outer dia pipe each 354.25

18.90A.2 For 22 mm outer dia pipe each 499.45
18.90A.3 For 28 mm outer dia pipe each 667.85
18.90A.4 For 35 mm outer dia pipe each 1,091.80
18.90A.5 For 42 mm outer dia pipe each 1,765.50
18.90A.6 For 54 mm outer dia pipe each 2,334.60
18.91 Providing and fixing required Stainless Steel Fitting of press fit design of grade
AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and
with O-ring sealing gasket of EPDM material of required dia as per direction of
Engineer-in-charge. Reducing Elbow 90°

18.91.1 For22.22 mm x 15.88 mm outer dia pipe each 174.25

18.91.2 For 28.58 mm x 15.88 mm outer dia pipe each 243.90
18.91.3 For 28.58 mm x 22.22 mm outer dia pipe each 290.40
18.91.4 For 34.00 mm x 22.22 mm outer dia pipe each 342.65
18.91.5 For 34.00 mm x 28.58 mm outer dia pipe each 406.55
18.91.6 For 42.70 mm x 34.00 mm outer dia pipe each 220.70
18.92 Providing and fixing required Stainless Steel Fitting of press fit design of grade
AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and
with O-ring sealing gasket of EPDM material of required dia as per direction of
Engineer-in-charge. Equal Tee

18.92.1 For 15.88 mm outer dia pipe each 203.25

18.92.2 For 22.22 mm outer dia pipe each 290.40
18.92.3 For 28.58 mm outer dia pipe each 342.65
18.92.4 For 34.00 mm outer dia pipe each 511.05
18.92.5 For 42.70 mm outer dia pipe each 807.25
18.92.6 For 48.60 mm outer dia pipe each 1,062.75
18.92A Providing and fixing required Stainless Steel Fitting of press fit design of grade
316L as per IS 6911:2017 and conforming to EN-10312 standards with V-profile
and with O-ring sealing gasket of EPDM material of required dia as per direction
of Engineer-in-charge. Equal Tee

18.92A.1 For 15 mm outer dia pipe each 580.75

18.92A.2 For 22 mm outer dia pipe each 679.50
18.92A.3 For 28 mm outer dia pipe each 836.30
18.92A.4 For 35 mm outer dia pipe each 1,039.55
18.92A.5 For 42 mm outer dia pipe each 1,451.90
18.92A.6 For 54 mm outer dia pipe each 1,742.25
 141

Item Code Description Unit Justified Rate

18.93 Providing and fixing required Stainless Steel Fitting of press fit design of grade
AISI 304 conforming to P.VVVA 6116 standard with V-profile or M-profile and
with 0-ring sealing gasket of EPDM material of required dia as per direction of
Engineer-in-charge. Reducing Tee

18.93.1 For 22.22 mm x 15.88 mm outer dia pipe each 214.90

18.93.2 For 28.58 mm x 15.88 mm outer dia pipe each 336.85
18.93.3 For 28.58 mm x 22.22 mm outer dia pipe each 336.85
18.93.4 For 34.00 mm x 15.88 mm outer dia pipe each 511.05
18.93.5 For 34.00 mm x 22.22 mm outer dia pipe each 511.05
18.93.6 For 34.00 mm x 28.58 mm outer dia pipe each 511.05
18.93.7 For 42.70 mm x 15.88 mm outer dia pipe each 801.45
18.93.8 For 42.70 mm x 22.22 mm outer dia pipe each 801.45
18.93.9 For 42.70 mm x 28.58 mm outer die pipe each 801.45
18.93.10 For 42.70 mm x 34.00 mm outer dia pipe each 801.45
18.93.11 For 48.60 mm x 15.88 mm outer dia pipe each 1,039.55
18.93.12 For 48.60 mm x 22.22 mm outer dia pipe each 1,039.55
18.93.13 For 48.60 mm x 28.58 mm outer dia pipe each 1,039.55
18.93.14 For 48.60 mm x 34.00 mm outer dia pipe each 1,039.55
18.93.15 For 48.60 mm x 42.70 mm outer dia pipe each 1,039.55
18.93A Providing and fixing required Stainless Steel Fitting of press fit design of grade
3161 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 Engineer-in- charge. Reducing Tee

18.93A.1 For 22 mm x 15 mm outer dia pipe each 667.85

18.93A.2 For 28 mm x 15mm outer dia pipe each 830.45
18.93A.3 For 28 mm x 22 mm outer dia pipe each 824.65
18.93A.4 For 35 mm x 15 mm outer dia pipe each 1,045.35
18.93A.5 For 35 mm x 22 mm outer dia pipe each 1,051.15
18.93A.6 For 35 mm x 28 mm outer dia pipe each 1,062.75
18.93A.7 For 42 mm x 22 mm outer dia pipe each 1,486.70
18.93A.8 For 42 mm x 28 mm outer dia pipe each 1,469.30
18.93A.9 For 42 mm x 35 mm outer dia pipe each 1,498.35
18.93A.10 For 54 mm x 22 mm outer dia pipe each 1,742.25
18.93A.11 For 54 mm x 28 mm outer dia pipe each 1,788.70
18.93A.12 For 54 mm x 35 mm outer dia pipe each 1,800.35
18.93A.13 For 54 mm x 42 mm outer dia pipe each 1,823.55
18.94 Providing and fixing required Stainless Steel Fitting of press fit design of grade
AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and
with O-ring sealing gasket of EPDM material of required dia as per direction of
Engineer-in-charge. Male Thread Tee

18.94.1 For 15.88 mm outer dia x 15 mm nominal dia threaded each 214.90
18.94.2 For 22.22 mm outer dia x 15 mm nominal dia threaded each 249.70
18.94.3 For 22.22 mm outer dia x 20 mm nominal dia threaded each 249.70
18.94.4 For 28.58 mm outer dia x 15 mm nominal dia threaded each 342.65
18.94.5 For 28.58 mm outer dia x 20 mm nominal dia threaded each 342.65
18.94.6 For 28.58 mm outer dia x 25 mm nominal dia threaded each 342.65
18.94.7 For 34.00 mm outer dia x 15 mm nominal dia threaded each 540.10
18.94.8 For 34.00 mm outer dia x 20 mm nominal dia threaded each 540.10
18.94.9 For 34.00 mm outer dia x 25 mm nominal dia threaded each 540.10
 142

Item Code Description Unit Justified Rate

18.94.10 For 34.00 mm outer dia x 32 mm nominal dia threaded each 540.10
18.94.11 For 42.70 mm outer dia x 15 mm nominal dia threaded each 824.65
18.94.12 For 42.70 mm outer dia x 20 mm nominal dia threaded each 824.65
18.94.13 For 42.70 mm outer dia x 25 mm nominal dia threaded each 824.65
18.94.14 For 42.70 mm outer dia x 32 mm nominal dia threaded each 824.65
18.94.15 For 42.70 mm outer dia x 40 mm nominal dia threaded each 824.65
18.94.16 For 48.60 mm outer dia x 15 mm nominal dia threaded each 1,039.55
18.94.17 For 48.60 mm outer dia x 20 mm nominal dia threaded each 1,039.55
18.94.18 For 48.60 mm outer dia x 25 mm nominal dia threaded each 1,039.55
18.94.19 For 48.60 mm outer dia x 32 mm nominal dia threaded each 1,039.55
18.94.20 For 48.60 mm outer dia x 40 mm nominal dia threaded each 1,039.55
18.94.21 For 48.60 mm outer dia x 50 mm nominal dia threaded each 1,039.55
18.95 Providing and fixing required Stainless Steel Fitting of press fit design of grade
AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and
with O-ring sealing gasket of EPDM material of required dia as per direction of
Engineer-in-charge. Female Thread Tee

18.95.1 For 15.88 mm outer dia x15 mm nominal dia threaded each 214.90
18.95.2 For 22.22 mm outer dia x 15 mm nominal dia threaded each 238.10
18.95.3 For 22.22 mm outer dia x 20 mm nominal dia threaded each 238.10
18.95.4 For 28.58 mm outer dia x 15 mm nominal dia threaded each 319.40
18.95.5 For 28.58 mm outer dia x 20 mm nominal dia threaded each 319.40
18.95.6 For 28.58 mm outer dia x 25 mm nominal dia threaded each 319.40
18.95.7 For 34.00 mm outer dia x 15 mm nominal dia threaded each 516.85
18.95.8 For 34.00 mm outer dia x 20 mm nominal dia threaded each 516.85
18.95.9 For 34.00 mm outer dia x 25 mm nominal dia threaded each 516.85
18.95.10 For 34.00 mm outer dia x 32 mm nominal dia threaded each 516.85
18.95.11 For 42.70 mm outer dia x 15 mm nominal dia threaded each 813.05
18.95.12 For 42.70 mm outer dia x 20 mm nominal dia threaded each 813.05
18.95.13 For 42.70 mm outer dia x 25 mm nominal dia threaded each 813.05
18.95.14 For 42.70 mm outer dia x 32 mm nominal dia threaded each 813.05
18.95.15 For 42.70 mm outer dia x 40 mm nominal dia threaded each 813.05
18.95.16 For 48.60 mm outer dia x 15 mm nominal dia threaded each 1,051.15
18.95.17 For 48.60 mm outer dia x 20 mm nominal dia threaded each 1,051.15
18.95.18 For 48.60 mm outer dia x 25 mm nominal dia threaded each 1,051.15
18.95.19 For 48.60 mm outer dia x 32 mm nominal dia threaded each 1,051.15
18.95.20 For 48.60 mm outer dia x 40 mm nominal dia threaded each 1,051.15
18.95.21 For 48.60 mm outer dia x 50 mm nominal dia threaded each 1,051.15
18.95A Providing and fixing required Stainless Steel Fitting of press fit design of grade
3161 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 Engineer-in- charge. Female Thread Tee

18.95A.1 For 15 mm outer dia x 1/2" nominal dia threaded each 650.45
18.95A.2 For 22mm outer dia x 1/2" nominal dia threaded each 714.30
18.95A.3 For 22mm outer dia x 314" nominal dia threaded each 801.45
18.95A.4 For 28 mm outer dia x 1/2" nominal dia threaded each 847.90
18.95A.5 For 28 mm outer dia x 3/4" nominal dia threaded each 876.95
18.95A.6 For 28 mm outer dia x 1" nominal dia threaded each 975.65
18.95A.7 For 35 mm outer dia x 1/2" nominal dia threaded each 981.45
 143

Item Code Description Unit Justified Rate

18.95A.8 For 35 mm outer dia x 1-1/4" nominal dia threaded each 1,346.20
18.95A.9 For 42 mm outer dia x 1-1/4" nominal dia threaded each 1,563.40
18.95A.10 For 54 mm outer dia x 1-1/2" nominal dia threaded each 2,230.10
18.95A.11 For 54 mm outer dia x 2" nominal dia threaded each 2,679.60
18.96 Providing and fixing required Stainless Steel Fitting of press fit design of grade
AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and
with O-ring sealing gasket of EPDM material of required dia as per direction of
Engineer-in-charge. Female Thread Connector/ Adapter

18.96.1 For 15.88 mm outer dia x 15 mm nominal dia threaded each 226.50
18.96.2 For 22.22 mm outer dia x 15 mmnominal dia threaded each 267.15
18.96.3 For 22.22 mm outer dia x 20 mm nominal dia threaded each 278.75
18.96.4 For 28.58 mm outer dia x 15 mm nominal dia threaded each 321.75
18.96.5 For 28.58 mm outer dia x 20 mm nominal dia threaded each 336.85
18.96.6 For 28.58 mm outer dia x 25 mm nominal dia threaded each 412.35
18.96.7 For 34.00 mm outer dia x 25 mm nominal dia threaded each 476.20
18.96.8 For 34.00 mm outer dia x 32 mm nominal dia threaded each 627.20
18.96.9 For 42.70 mm outer dia x 32 mm nominal dia threaded each 691.10
18.96.10 For 42.70 mm outer dia x 40 mm nominal dia threaded each 807.25
18.96.11 For 48.60 mm outer dia x 40 mm nominal dia threaded each 981.45
18.96.12 For 48.60 mm outer dia x 50 mm nominal dia threaded each 1,132.45
18.96A Providing and fixing required Stainless Steel Fitting of press fit design of grade
316L as per IS 6911:2017 and conforming to EN-10312 standards with V-profile
and with O-ring sealing gasket of EPDM material of required dia as per direction
of Engineer-in-charge. Female Thread Connector/ Adapter

18.96A.1 For 15 mm outer dia x 1/2" mm nominal dia threaded each 511.05
18.96A.2 For 22 mm outer dia x 1/2" mm nominal dia threaded each 574.95
18.96A.3 For 22 mm outer dia x 3/4" mm nominal dia threaded each 673.65
18.96A.4 For 28 mm outer dia X 1" nominal dia threaded each 1,109.25
18.96A.5 For 35 mm outer dia X 1-1/4" nominal dia threaded each 1,184.75
18.96A.6 For 42 mm outer dia X 1-1/2" nominal dia threaded each 1,817.75
18.96A.7 For 54 mm outer dia X 2" nominal dia threaded each 2,787.60
18.97 Providing and fixing required Stainless Steel Fitting of press fit design of grade
4151304 conforming to JWWA G116 standard with V-profile or M-profile and
with 0-ring sealing gasket of EPDM material of required dia as per direction of
Engineer-in-charge. Male Thread Connector/ Adapter

18.97.1 For 15.88 mm outer dia x 15 mm nominal dia threaded each 226.50
18.97.2 For 22.22 mm outer dia x 15 mm nominal dia threaded each 267.15
18.97.3 For 22.22 mm outer dia x 20 mm nominal dia threaded each 296.20
18.97.4 For 28.58 mm outer dia x 20 mm nominal dia threaded each 377.50
18.97.5 For 28.58 mm outer dia x 25 mm nominal dia threaded each 377.50
18.97.6 For 34.00 mm outer dia x 25 mm nominal dia threaded each 551.70
18.97.7 For 34.00 mm outer dia x 32 mm nominal dia threaded each 656.25
18.97.8 For 42.70 mm outer dia x32 mm nominal dia threaded each 753.80
18.97.9 For 42.70 mm outer dia x 40 mm nominal dia threaded each 847.90
18.97.10 For 48.60 mm outer dia x 40 mm nominal dia threaded each 987.30
18.97.11 For 48.60 mm outer dia x 50 mm nominal dia threaded each 1,324.10
 144

Item Code Description Unit Justified Rate

18.97A Providing and fixing required Stainless Steel Fitting of press fit design of grade
316L as per IS 6911:2017 and conforming to EN-10312 standard with V-profile
and with O-ring sealing gasket of EPDM material of required dia as per direction
of Engineer-in-charge. Male Thread Connector/ Adapter

18.97A.1 For 15 mm outer dia X 1/2" nominal dia threaded each 470.40
18.97A.2 For 22 mm outer dia X 1/2" nominal dia threaded each 557.50
18.97A.3 For 22 mm outer dia X 3/4" nominal dia threaded each 586.55
18.97A.4 For 28 mm outer dia X 1" nominal dia threaded each 772.40
18.97A.5 For 35 mm outer dia X 1-1/4" nominal dia threaded each 1,126.65
18.97A.6 For 42 mm outer dia X 1-1/2"nominal dia threaded each 1,643.50
18.97A.7 For 54 mm outer dia X 2" nominal dia threaded each 2,201.05
18.98 Providing and fixing required Stainless Steel Fitting of press fit design of grade
AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and
with O-ring sealing gasket of EPDM material of required dia as per direction of
Engineer-in-charge. Valve Connector

18.98.1 For 15.88 mm outer dia x 15 mm nominal dia threaded each 272.95
18.98.2 For 22.22 mm outer dia x 15 mm nominal dia threaded each 325.20
18.98.3 For 22.22 mm outer dia x 20 mm nominal dia threaded each 360.05
18.98.4 For 28.58 mm outer dia x 25 mm nominal dia threaded each 493.65
18.98.5 For 34.00 mm outer dia x 32 mm nominal dia threaded each 573.80
18.98.6 For 42.70 mm outer dia x 40 mm nominal dia threaded each 1,022.10
18.98.7 For 48.60 mm outer dia x 50 mm nominal dia threaded each 1,405.40
18.99 Providing and fixing required Stainless Steel Fitting of press fit design of grade
AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and
with O-ring sealing gasket of EPDM material of required dia as per direction of
Engineer-in-charge. Female Threaded Elbow 90°

18.99.1 For 15.88 mm outer dia x 15 mm nominal dia threaded each 185.85
18.99.2 For 22.22 mm outer dia x 15 mm nominal dia threaded each 249.70
18.99.3 For 22.22 mm outer dia x 20 mm nominal dia threaded each 249.70
18.99.4 For 25.58 mm outer dia x 25 mm nominal dia threaded each 249.70
18.99.5 For 34.00 mm outer dia x 32 mm nominal dia threaded each 342.65
18.99.6 For 42.70 mm outer dia x 32 mm nominal dia threaded each 557.50
18.99.7 For 42.70 mm outer dia x 40 mm nominal dia threaded each 557.50
18.99.8 For 48.60 mm outer dia x 40 mm nominal dia threaded each 824.65
18.99.9 For 48.60 mm outer dia x 50 mm nominal dia threaded each 824.65
18.99A Providing and fixing required Stainless Steel Fitting of press fit design of grade
3161 as per 15 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 Engineer-in- charge. Female Threaded Elbow 90°

18.99A.1 For 15 mm outer dia X 1/2" nominal dia threaded each 743.35
18.99A.2 For 22 mm outer dia X 3/4" nominal dia threaded each 998.90
18.99A.3 For 28mm outer dia X 1" nominal dia threaded each 1,370.55
18.99A.4 For 35mm outer dia X 1-1/4" nominal dia threaded each 2,226.60
18.99A.5 For 42mm outer dia X 1-1/2" nominal dia threaded each 2,425.20
18.99A.6 For 54mm outer dia X r nominal dia threaded each 3,748.15
18.100 Providing and fixing required Stainless Steel Fitting of press fit design of grade
AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and
with O-ring sealing gasket of EPDM material of required dia as per direction of
Engineer-in-charge. Male Threaded Elbow 90°

18.100.1 For 15.88 mm outer dia x 15 mm nominal dia threaded each 226.50
 145

Item Code Description Unit Justified Rate

18.100.2 For 22.22 mm outer dia x 15 mm nominal dia threaded each 261.35
18.100.3 For 22.22 mm outer dia x 20 mm nominal dia threaded each 261.35
18.100.4 For 28.58 mm outer dia x 25 mm nominal dia threaded each 261.35
18.100.5 For 34.00 mm outer dia x 25 mm nominal dia threaded each 336.85
18.100.6 For 34.00 mm outer dia x 32 mm nominal dia threaded each 336.85
18.100.7 For 42.70 mm outer dia x 32 mm nominal dia threaded each 557.50
18.100.8 For 42.70 mm outer dia x 40 mm nominal dia threaded each 557.50
18.100.9 For 48.60 mm outer dia x 40 mm nominal dia threaded each 807.25
18.100.10 For 48.60 mm outer dia x 50 mm nominal dia threaded each 807.25
18.100A.1 For 15mm outer dia X 1/2" nominal dia threaded each 609.80
18.100A.2 For 22mm outer dia X 3/4" nominal dia threaded each 917.60
18.100A.3 For 28mm outer dia X 1" nominal dia threaded each 1,213.75
18.100A.4 For 35mm outer dia X 1-1/4" nominal dia threaded each 1,672.55
18.100A.5 For 42mm outer dia X 1-1/2" nominal dia threaded each 3,060.55
18.100A.6 For 54mm outer dia X 2" mm nominal dia threaded each 3,482.20
18.101 Providing and fixing required Stainless Steel Fitting of press fit design of grade
AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and
with O-ring sealing gasket of EPDM material of required dia as per direction of
Engineer-in-charge. Cap
18.101.1 For 15.88 mm outer dia pipe each 55.75
18.101.2 For 22.22 mm outer dia pipe each 81.30
18.101.3 For 28.58 mm outer dia pipe each 104.55
18.101.4 For 34.00 mm outer dia pipe each 203.25
18.101.5 For 42.70 mm outer dia pipe each 290.40
18.101.6 For 48.60 mm outer dia pipe each 377.50
18.101A Providing and fixing required Stainless Steel Fitting of press fit design of grade
316L as per IS 6911:2017 and conforming to EN-10312 standard with V-profile
and with O-ring sealing gasket of EPDM material of required dia as per direction
of Engineer-in-charge. Cap

18.101A.1 For 15 mm outer dia pipe each 371.70

18.101A.2 For 22 mm outer dia pipe each 482.00
18.101A.3 For 28 mm outer dia pipe each 598.15
18.101A.4 For 35 mm outer dia pipe each 836.30
18.101A.5 For 42 mm outer dia pipe each 1,817.75
18.101A.6 For 54 mm outer dia pipe each 1,997.80
18.102 Providing and fixing required Stainless Steel Fitting of press fit design of grade
AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and
with O-ring sealing gasket of EPDM material of required dia as per direction of
Engineer-in-charge. Pipe Bridge

18.102.1 For 15.88 mm outer dia pipe each 255.55

18.102.2 For 22.22 mm outer dia pipe each 336.85
18.102.3 For 28.58 mm outer dia pipe each 482.00
18.102A Providing and fixing required Stainless Steel Fitting of press fit design of grade
316L as per IS 6911:2017 and conforming to EN-10312 standard with V-profile
and with O-ring sealing gasket of EPDM material of required dia as per direction
of Engineer-in-charge. Pipe Bridge

18.102A.1 For 15 mm outer dia pipe each 482.00

18.102A.2 For 22 mm outer dia pipe each 1,289.25
18.102A.3 For 28 mm outer dia pipe each 1,772.45
 146

Item Code Description Unit Justified Rate

18.103 Providing arid fixing required Stainless Steel Fitting of press fit design of grade
3161 as per 15 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 Engineer-in- charge. Male Onion

18.103.1 for 15mm outer dia X 1/2" nominal dia threaded each 1,027.95
18.103.2 For 22mm outer dia X 1/2" nominal dia threaded each 1,039.55
18.103.3 For 22mm outer dia X 3/4" nominal dia threaded each 1,190.55
18.103.4 For 28mm outer dia X 1" nominal dia threaded each 2,096.50
18.103.5 For 35mm outer dia X 1-1/4" nominal dia threaded each 2,189.45
18.103.6 For 42mm outer dia X 1-1/2" nominal dia threaded each 2,474.00
18.103.7 For 54mm outer dia X 2" nominal dia threaded each 4,274.30
18.104 Providing and fixing required Stainless Steel Fitting of press fit design of grade
316L as per IS 6911:2017 and conforming to EN-10312 standard with V-profile
and with O-ring sealing gasket of EPDM material of required dia as per direction
of Engineer-in-charge. Female Union

18.104.1 For 22 mm outer dia X 3/4" nominal dia threaded each 1,103.45
18.104.2 For 28mm outer dia X 1" nominal dia threaded each 1,486.70
18.105 Providing and fixing required Stainless Steel Fitting of press fit design of grade
3161 as per 15 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 Engineer-in- charge. Female Transition Elbow / FTE

18.105.1 For 15mm outer dia X 1/2" nominal dia threaded each 753.80
18.105.2 For 22mm outer dia X 1/2'' nominal dia threaded each 1,045.35
18.105.3 For 22mm outer dia X 3/4" nominal dia threaded each 1,010.50

19 DRAINAGE
19.1 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff
mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand)
including testing of joints etc. complete :
19.1.1 100 mm diameter metre 332.15
19.1.2 150 mm diameter metre 522.15
19.1.3 200 mm diameter metre 731.50
19.1.4 250 mm diameter metre 1,137.70
19.1.5 300 mm diameter metre 1,557.10
19.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10
graded stone aggregate 40 mm nominal size) all-round S.W. pipes including
bed concrete as per standard design :
19.2.1 100 mm diameter S.W. pipe metre 775.80
19.2.2 150 mm diameter S.W. pipe metre 948.80
19.2.3 200 mm diameter S.W. pipe metre 1,106.05
19.2.4 250 mm diameter S.W. pipe metre 1,279.00
19.3 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10
graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes
including bed concrete as per standard design :

19.3.1 100 mm diameter S.W. pipe metre 368.70

19.3.2 150 mm diameter S.W. pipe metre 597.60
19.3.3 200 mm diameter S.W. pipe metre 702.40
19.3.4 250 mm diameter S.W. pipe metre 817.75
19.3.5 300 mm diameter S.W. pipe metre 943.55
 147

Item Code Description Unit Justified Rate

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

19.4.1 100x100 mm size P type

19.4.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 2,143.60

19.4.1.2 With Sewer bricks conforming to IS :4885 each 2,104.50

19.4.2 150x 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 2,158.60

19.4.2.2 With sewer bricks conforming to IS : 4885 each 2,119.50

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 2,209.40

19.4.3.2 With Sewer bricks conforming to 15 : 4885 each 2,170.35

19.5 Dismantling of old S.W. pipes including breaking of joints and bed concrete
stacking of useful materials near the site within 50 m lead and disposal of
unserviceable materials into municipal dumps
19.5.1 100 mm diameter metre 64.25
19.5.2 150 mm diameter metre 71.10
19.5.3 200 mm diameter metre 75.60
19.5.4 250 mm diameter metre 80.15
19.5.5 300 mm diameter metre 84.70
19.5.6 350 mm diameter metre 97.55
19.5.7 400 mm diameter metre 106.60
19.5.8 450 mm diameter metre 111.15
19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with
collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1
cement : 2 fine sand) including testing of joints etc. complete :

19.6.1 100 mm dia. R.C.C. pipe metre 393.25

19.6.2 150 mm dia. R.C.C. pipe metre 434.05
19.6.3 250 mm dia. R.C.C. pipe metre 712.80
19.6.4 300 mm dia. R.C.C. pipe metre 792.20
19.6.5 450 mm dia. R.C.C. pipe metre 1,298.90
19.6.6 500 mm dia. R.C.C. pipe metre 1,528.80
19.6.7 600 mm dia. R.C.C. pipe metre 1,837.15
19.6.8 700 mm dia. R.C.C. pipe metre 2,300.45
19.6.9 800 mm dia. R.C.C. pipe metre 2,749.55
19.6.10 900 mm dia. R.C.C. pipe metre 3,720.95
19.6.11 1000 mm dia. R.C.C. pipe metre 4,371.90
19.6.12 1100 mm dia. R.C.C. pipe metre 4,912.70
19.6.13 1200 mm dia. R.C.C. pipe metre 5,531.60
19.7 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4
coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse
sand (zone-Ill) : 3 graded stone aggregate 20 mm nominal size), foundation
concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-Ill) : 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 7 2 coarse
sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating
coat of neat cement complete as per standard design 7
 148

Item Code Description Unit Justified Rate

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

19.7.1.1 With common burnt clay F.P.S. (non modular) bricks of Class designation 7.5 each 10,233.05

19.7.1.2 With Sewer bricks conforming to IS : 4885 each 10,130.85

19.7.2 Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium
duty) SOO mm internal diameter, total weight of cover and frame to be not less
than 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 21,332.00

19.7.2.2 With Sewer bricks conforming to IS: 4885 each 21,052.50

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

19.7.3.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 26,369.75

19.7.3.2 With Sewer bricks conforming to IS : 4885 each 26,129.35

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 7,028.45

19.8.1.2 With Sewer bricks conforming to IS : 4885 metre 6,730.95

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 8,427.80

19.8.2.2 With Sewer bricks conforming to IS : 4885 metre 8,073.20

19.9 Constructing brick masonry circular type manhole 0.91 m internal dia at bottom
and 0.56m dia at top in cement mortar 1:4 (1. cement :4 coarse sand), inside
cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse
sand) finished with a floating coat of neat cement, foundation concrete 1:3:6
mix (1; cement : 3 coarse sand 7 6 graded stone aggregate 40 mm
nominal size), and making necessary channel in cement concrete 1:2:4 (1
cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
finished with a floating coat of neat cement, all complete as per standard design
:

19.9.1 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade
designation) 560 mm internal diameter conforming to I.S. 12592, total weight
of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4
(1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
including centering, shuttering all complete. (Excavation, foot rests and 12mm
thick cement plaster at the external surface shall be paid for separate)y)
:

19.9.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 10,310.10

19.9.1.2 With Sewer bricks conforming to IS : 4885 each 10,126.05

19.10 Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond
0.91 m to 1.67 m
19.10.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 metre 6,050.10

19.10.2 With Sewer bricks conforming IS : 4885 metre 5,801.00

 149

Item Code Description Unit Justified Rate

19.11 Constructing brick masonry circular manhole 1.22 m internal dia at bottom and
0 56 rod's at top in cement mortar 1:4(1 cement :4 coarse sand) inside cement
piaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand)
finished with a floating coat of neat cement foundation concrete 1:3:6 (1
cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and
making necessary channel in cement concrete 1:2:4 (1 cement :2 coarse sand :
4 graded stone aggregate 20 mm nominal size) finished with a floating coat of
neat cement, all complete as per standard design :

19.11.1 1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation)
560 mm internal diameter conforming to I.S. 12592, total weight of cover and
frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2
coarse sand 4 graded stone aggregate 20 mm nominal size) including
centering, shuttering all complete. (Excavation, foot rests and 12 mm thick
cement piaster at the external surface shall be paid for separately) :

19.11.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 20,016.30

19.11.1.2 With Sewer bricks conforming IS : 4885 each 19,603.85

19.12 Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond
1.68 m to 2.29 m :
19.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 metre 7,845.90

19.12.2 With Sewer bricks conforming IS : 4885 metre 7,520.75

19.13 Constructing brick masonry circular manhole 1.52 m internal dia at bottom and
0.56 m dia at top in cement mortar 1:4(1 cement : 4 coarse sand) inside
cement plaster 12 mm thick with cement mortar 113 (1 cement : 3 coarse
sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1
cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and
making necessary channel in cement concrete 1:2:4 (1 cement: 2 coarse sand
: 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of
neat cement, all complete as per standard design :

19.13.1 2.30 m deep with SERC Cover and frame (heavy duty HD- 20 grade
designation) 560 mm internal diameter conforming to I.S. 12592, total weight
of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4
(1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
including centering, shuttering all complete. (Excavation, foot rests and 12 mm
thick cement plaster at the external surface shall be paid for separately).
:

19.13.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 42,872.25

19.13.1.2 With Sewer bricks conforming IS : 4885 each 41,716.85

19.14 Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond
2.30 m :
19.14.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 metre 18,211.55

19.14.2 With Sewer bricks conforming IS : 4885 metre 17,370.75

19.15 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm
cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone
aggregate 20 mm nominal size) as per standard design :

19.15.1 With 20x20 mm square bar each 400.55

19.15.2 With 20 mm diameter round bar .1 1.7_—_ each 364.65
 150

Item Code Description Unit Justified Rate

19.16 Providing orange colour safety foot rest of minimum 6 mm thick plastic each 417.05
encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS:
1786, having minimum cross section as 23 rnmx25 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 size) complete as
per design.

19.17 Replacement of M.S. foot rests in manholes including dismantling

concrete blocks and fixing with 20x20x10 cm cement concrete blocks 1:3:6 (1
cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size):

19.17.1 With 20x20 mm square bar each 493.95

19.17.2 With 20 mm diameter round bar each 458.05
19.18 Supplying and fixing C.I. cover without frame for manholes:
19.18.1 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be each 1,165.30
not less than 23 kg
19.18.2 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not each 2,795.35
less than 58 kg
19.18.3 560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less each 6,054.05
than 108 kg
19.19 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of
required shape and approved quality
19.19.1 L D- 2.5
19.19.1.1 Rectangular shape 600x450 mm internal dimensions each 1,107.95
19.19.1.2 Square shape 450 mm internal dimensions each 923.30
19.19.1.3 Circular shape 450 mm internal diameter each 923.30
19.19.2 M D - 10
19.19.2.1 Square shape 450 mm internal dimension each 1,109.85
19.19.2.2 Circular shape 500 mm internal diameter each 931.00
19.19.3 H D - 20
19.19.3.1 Circular shape 560 mm internal diameter each 1,310.85
19.19.4 EHD - 35
19.19.4.1 Circular shape 560 mm internal dia each 1,647.70
19.20 Supplying and fixing C.I. cover 300x300 mm without frame for gully trap each 603.10
(standard pattern) the weight of cover to be not less than 4.5 kg

19.21 Making connection of drain or sewer line with existing manhole including
breaking into and making good the walls, floors with cement concrete 1:2:4 mix
(1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse
sand), finished with a floating coat of neat cement and making necessary
channels for the drain etc. complete :

19.21.1 For pipes 100 to 250 mm diameter each 615.15

19.21.2 For pipes 250 to 300 mm diameter each 708.90
19.21.3 For pipes 350 to 450 mm diameter each 1,023.25
 151

Item Code Description Unit Justified Rate

19.22 Providing sand cast iron drop connection externally for 60 cm drop from branch
sewer line to main sewer manhole including inspection and cleaning eye with
chain and lid, sand cast iron drop pipe and bend encased all-round with
cement concrete 1:5:10(1. cement : 5 fine sand : 10 graded stone aggregate
40 mm nominal size) with all centering and shuttering required, cutting holes in
wails and making good with brick work in cement mortar 1:4 (1 cement : 4
coarse sand) plastered with cement mortar 1:3 (1 cement : 3 coarse sand) on
inside of the manhole wall, lead caulked joints between sand cast iron pipes
and fittings, stiff cement mortar 1:1 (1 cement : 1 fine sand) joints between
sand cast iron tee and S.W. pipe, making required channels complete as per
standard design and specifications :

19.22.1 100 mm dia sand cast iron drop connection each 9,091.30
19.22.2 150 mm dia sand cast iron drop connection each 12,353.80
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 2,548.30
19.23.2 For 150 mm dia sand cast iron drop connection metre 3,278.10
19.24 Dismantling of manhole including R.C.C. top slab, C.I. cover with frame,
including stacking of useful materials near the site and disposal of
unserviceable materials within 50 m lead as per direction of Engineer-in-
charge:
19.24.1 Rectangular manhole 90x80 cm and 45 cm deep each 1,836.30
19.24.2 Rectangular manhole 120x90 cm and 90 cm deep each 3,233.80
19.24.3 Rectangular arch type manhole 140x90 cm and 2.45 m deep each 6,117.45
19.24.4 Circular manhole 122 cm diameter and 1.68 m deep each 4,677.40
19.25 Extra for depth of manholes dismantled :
19.25.1 Rectangular manhole 90x80 cm and beyond 45 cm depth metre 1,477.70
19.25.2 Rectangular manhole 120x90 cm and beyond 90 cm depth metre 1,760.45
19.25.3 Rectangular arch type manhole 140x90 cm and beyond 2.45 m depth (up to metre 1,427.20
4.25 m depth)
19.25.4 Circular manhole 122 cm diameter and beyond 1.68 m depth (up to 2.29 m metre 1,610.15
depth)
19.26 Raising manhole cover and frame slab to required level including dismantling
existing slab and making good the damage as required (Raising depth of
manhole to be paid separately) :
19.26.1 Rectangular manhole 90x80 cm with rectangular cover 600 x 450 mm of grade each 2,126.50
1.0 -2.5
19.26.2 Rectangular manhole 120x90 cm with circular cover 500 mm dia of grade MD- each 3,365.15
10
19.26.3 Rectangular manhole 120x90 cm with circular cover 560 mm dia of grade HD - each 3,131.95
20
19.26.4 Circular manhole 140 cm dia with circular cover 600 mm dia of grade EHD - 35 each 258.10

19.27 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in
cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast
R.C.C. horizontal grating with frame complete as per standard design :

19.27.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 4,800.75

19.28 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 complete as per standard design:
19.28.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 5,506.15

19.29 Constructing brick masonry road gully chamber 110x50x77.5 cm with bricks in
cement mortar 1:4 (1 cement : 4 coarse sand) including 500)(450 mm
precast R.C.C. horizontal grating with frame and vertical grating of size
450x100 mm complete as per standard design:

19.29.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 9,210.70
 152

Item Code Description Unit Justified Rate

19.30 Constructing brick masonry chamber for underground C.I. inspection
chamber and bends with bricks in cement mortar 1:4 (1 cement 7 4 coarse
sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions,
total weight of cover with frame to be not less than 38 kg (weight of cover 23
kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1. cement :
1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation
concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm
nominal size), inside plastering 12 mm thick with cement mortar 173 (1 cement
: 3 coarse sand), finished smooth with a floating coat of neat cement on walls
and bed concrete etc, complete as per standard design:

19.30.1 Inside dimensions 455x610 mm and 45 cm deep for single pipe line :

19.30.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 5,507.65

19.30.2 Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two
inlets:
19.30.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 6,441.40

19.30.3 Inside dimensions 600x 850 awn and 45 cm deep for pipe line with three or
more inlets :
19.30.3.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 7,602.95

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 4,875.85

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 5,323.65

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 6,205.70

19.32 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick
honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long
complete as per standard design.
19.32.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 22,910.30

19.33 Constructing soak pit 1.20x1.20x1.70 m filled with brickbats including S.W. each 2,456.45
drain pipe 100 mm diameter and 1.20 m long complete as per standard design.

19.34 Providing and fixing S.W. intercepting trap in manholes with stiff mixture of
cement mortar 1:1 (1 cement : 1 fine sand) including testing of joints etc.
complete :
19.34.1 100 mm dia each 333.10
19.34.2 150 mm dia each 452.20
19.35 Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes
including collars/spigot jointed with stiff mixture of cement mortar in the
proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc.
complete
19.35.1 450 mm dia RCC pipes. metre 2,078.85
19.35.2 600 mm dia RCC pipes. metre 2,658.05
19.35.3 900 mm dia RCC pipes. metre 4,198.70
19.35.4 1000 mm dia RCC pipes. (Laying by manual/ machanical means) metre 5,206.20
19.35.5 1200 mm dia RCC pipes. (Laying by manual/ machanical means) metre 7,068.00
19.35.6 1800 mm dia RCC pipes. (Laying by manual/ machenical means) metre 12,437.45
19.36 Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes
including collars/spigot jointed with stiff mixture of cement mortar in the
proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc.
complete
19.36.1 450 mm dia RCC pipes. metre 2,369.20
 153

Item Code Description Unit Justified Rate

19.36.2 600 mm dia RCC pipes. metre 3,064.55
19.36.3 900 mm dia RCC pipes. metre 5,737.65
19.36.4 1000 mm dia RCC pipes. (Laying by manual/ machanical means) metre 8,731.40
19.36.5 1200 mm dia RCC pipes. (Laying by manual/ machanical means) metre 8,589.60
19.36.6 1800 mm dia RCC pipes. (Laying by manual/ machanical means) metre 17,315.75

20 PILE WORK
20.1 Providing, driving with hydraulic piling rigs with power units and installing
driven cast-in-situ reinforced cement concrete piles of grade M-25 of
specified diameter and length below the pile cap, to carry safe working load not
less than specified, excluding the cost of steel reinforcement but including the
cost of shoe and the length of pile to be embedded in the pile cap etc. all
complete. (Length of pile for payment shall be measured from top of shoe to
the bottom of pile cap) :

20.1.1 400 mm dia pipes metre 2,161.50

20.1.2 450 mm dia piles metre 2,680.10
20.1.3 500 mm dia piles metre 3,228.75
20.1.4 550 mm dia piles metre 3,566.20
20.1.5 750 mm dia piles metre 6,126.20
20.1.6 1000 mm dia piles metre 10,155.90
20.1.7 1200 mm dia piles metre 13,393.45
20.1.8 1500 mm dia piles metre 19,121.65
20.2 Boring, providing and installation bored cast-in-situ reinforced cement
concrete piles of grade M-25 of specified diameter and length below the
pile cap, to carry a safe working load not less than specified, excluding the cost
of steel reinforcement but including the cost of boring with bentonite
solution and temporary casing of appropriate length for setting out and
removal of same and the length of the pile to be embedded in the pile cap
etc. by percussion drilling using Direct mud circulation (DMC) or Bailer
and chisel technique by tripod and mechanical Winch Machine all complete,
including removal of excavated earth with all its lifts and leads (length of
pile for payment shall be measured up to bottom of pile cap).
Note: Truck Mounted rotary/TMR/Tubewell boring machine shall not be used .

20.2.1 450 mm dia piles metre 1,835.75

20.2.2 500 mm dia piles metre 2,186.35
20.2.3 600 mm dia piles metre 2,961.30
20.2.4 750 mm dia piles metre 4,552.00
20.2A 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: Truck Mounted rotary/TMR/Tube well boring machine shall not be used.

20.2A.1 600 mm dia piles metre 4,223.85

20.2A.2 750 mm dia piles metre 6,123.90
20.2A.3 1000 mm dia piles metre 10,306.60
20.2A.4 1200 mm dia piles metre 13,622.75
20.2A.5 1500 mm dia piles metre 19,696.55
 154

Item Code Description Unit Justified Rate

20.3 Boring with hydraulic piling rigs with power units, providing and installing
cast in situ single under reamed piles of specified diameter and length below
pile cap in M-25 cement concrete, to carry a safe working load not less than
specified, excluding the cost of steel reinforcement but including the cost of
boring with bentonite solution and the length of the pile to be embedded
in pile cap etc. all complete. (Length of pile for payment shall be measured
upto to the bottom of pile cap) :

20.3.1 300 mm dia piles metre 2,308.80

20.3.2 400 mm dia piles metre 2,919.60
20.3.3 450 mm dia piles metre 3,284.30
20.3.4 550 mm dia piles metre 3,694.65
20.4 Extra over single under ream for providing additional bulbs in under reamed
piles, under specified diameter(only the nos. of extra bulbs are to be paid)

20.4.1 300 mm dia piles metre 1,939.00

20.4.2 400 mm dia piles metre 2,189.20
20.4.3 450 mm dia piles metre 2,340.00
20.4.4 550 mm dia piles metre 2,549.70
20.5 Providing, driving (with vibrating pile driving hammer complete with power
units & accessories) and installing driven Pre-cast reinforced cement concrete
piles of specified diameter and length below the pile cap in M-25 cement
concrete to carry safe working load not less than specified with a central
through preformed hole with M.S. black pipe of dia, 40 mm for grouting with
cement sand grouting of mix 1:2 (icement : 2 coarse sand) under sufficient
positive pressure to ensure complete filling including centring, shuttering,
driving and removing the steel casing pipe and lifting casing etc. complete but
excluding the cost of steel reinforcement. (Length of pile for payment shall be
measured from top of the shoe to the bottom of pile cap).

20.5.1 400 mm dia piles metre 2,897.90

20.5.2 450 mm dia piles metre 3,698.90
20.5.3 500 mm dia piles metre 3,866.90
20.5.4 550 mm dia piles metre 4,431.85
20.5.5 750 mm dia piles metre 8,629.75
20.5.6 1000 mm dia piles metre 11,930.55
20.6 Vertical load testing of piles in accordance with IS 2911 (Part IV) including
installation of loading platform by Kentledge/Anchor piles method and
preparation of pile head or construction of test cap and dismantling of test cap
after test etc. complete as per specification & the direction of Engineer in-
charge.
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 44,717.75
20.6.1.2 Routine test (Test Load 1.5 times the Safe capacity) per test 16,028.70
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 49,944.50
20.6.2.2 Routine test (Test Load 1.5 times the Safe capacity) per test 26,482.20
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 57,494.25
20.6.3.2 Routine test (Test Load 1.5 times the Safe capacity) per test 33,102.75
20.7 Cyclic vertical load testing of pile in accordance with IS Code of practice
15:2911 (part IV) by Kentledge method including preparation of pile
head etc for.
20.7.1 Single pile
20.7.1.1 Upto 50 tonne Safe capacity pile per test 16,028.70
20.7.1.2 Above 50 tonne and upto 100 tonne Safe capacity pile per test 26,482.20
 155

Item Code Description Unit Justified Rate

20.7.2 Group of two or more piles
20.7.2.1 Upto 400 tonne Safe capacity of group per test 33,102.75
20.8 Lateral load testing of single pile in accordance with IS Code of practice IS :
2911 (Part IV) for determining safe allowable lateral load on pile :

20.8.1 Upto 50 tonne capacity pile per test 16,028.70

20.8.2 Above 50 tonne and upto 100 tonne capacity pile per test 26,830.65
20.9 Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test per test 864.70
method in accordance with IS 14893 including surface preparation of pile top by
removing soil, mud, dust & chipping lean concrete lumps etc. and use of
computerised equipment and high skill trained personal for conducting the test
& submission of results, all complete as per direction of Engineer-in-charge.
Note :- The inclusion of the above item in the schedule of work shall be
judiciously decided by the technical sanctioning authority, keeping in view the
quality control, type of soil strata & importance of the project.

21 ALUMINIUM WORK
21.1 Providing and fxing 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 I paneling, C.P. brass
/ stainless steel screws, all complete as per architectural drawings and the
directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be
paid for separately) :

21.1.1 For fixed portion

21.1.1.1 Anodised aluminium (anodised transparent or dyed to required shade according kg 382.05
to IS: 1868, Minimum anodic coating of grade AC 15)

21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) kg 410.10

21.1.1.3 Polyester powder coated aluminium (minimum thickness of polyester powder kg 417.40
coating 50 micron)
21.1.2 For shutters of doors, windows & ventilators including providing and fxing
hinges/ pivots and making provision for fixing of fittings wherever required
including the cost of EPDM rubber / neoprene gasket required (Fittings shall be
paid for separately)
21.1.2.1 Anodised aluminium (anodised transparent or dyed to required shade kg 459.70
according to IS: 1868, Minimum anodic coating of grade AC 15)

21.1.2.2 Powder coated aluminium (minimum thickness of pqwder coating 50 micron) kg 487.75

21.1.2.3 Polyester powder coated aluminium (minimum thickness of polyester powder kg 495.05
coating 50 micron)
21.2 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 directions of engineer-in-charge.

21.2.1 Pre-laminated particle board with decorative lamination on one side and sqm 841.80
balancing lamination on other side
21.2.2 Pre-laminated particle board with decorative lamination on both sides sqm 829.65

21.3 Providing and fixing glazing in aluminium door, window, ventilator shutters and
partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the
architectural drawings and the directions of engineer-in-charge . (Cost of
aluminium snap beading shall be paid in basic item):
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Item Code Description Unit Justified Rate

21.3.1 With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) sqm 892.25

21.3.2 With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) sqm 1,157.70

21.3.3 With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) sqm 1,305.80

21.4 Providing and fixing double action hydraulic floor spring of approved brand and
manufacture conforming to IS : 6315, having brand logo embossed on the body
/ plate with double spring mechanism and door weight upto 125 kg, for doors,
including cost of cutting floors, embedding in floors as required and making
good the same matching to the existing floor finishing and cover plates with
brass pivot and single piece M.S. sheet outer box with slide plate etc. complete
as per the direction of Engineer-in-charge.

21.4.1 With stainless steel cover plate minimum 1.25 mm thickness each 2,137.35
21.4.2 With brass cover plate minimum 1.25 mm thickness each 2,276.75
21.5 Providing and fixing powder coated aluminium work (minimum thickness of kg 629.10
powder coating 50 micron) consisting of tee/ angle sections, of approved make
conforming to IS : 733 in frames of false ceiling including aluminium angle
cleats with necessary C.P. brass/ stainless steel sunk screws, aluminium
perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre
to centre and fixing the frame work to G.I. level adjusting hangers 6 mm dia.
with necessary cadmium plated machine screws all complete as per approved
architectural drawings and direction of the Engineer-in- charge (level adjusting
hangers, ceiling cleats and expansion hold fasteners to be paid for separately).

21.6 Providing and fixing 6 mm dia. G.I. level adjusting hangers (upto 1200mm each 63.05
length), fixed to roof slabs by means of ceiling cleats made out of G.I. flat
40x3mm size 60 mm long and stainless steel expandable dash fastener of 12.5
mm dia and 50 mm long, complete as per direction of Engineer-in-charge.

21.7 Providing and fixing machine moulded aluminium covering of approved pattern
& design, made out of machine cut aluminium sheet and machine holed for
receiving dash fastener, over expansion joints on vertical surfaces/ceiling
floors, the fixing on plate in one row on one side of joint only shall be done with
stainless steel dash fasteners of 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 holes etc. complete as per direction of
Engineer-in-charge.

21.7.1 Anodised aluminium sheet 2.5mm thick (anodised trans- parent or dyed to kg 525.45
required shade according to IS: 1868, Minimum anodic coating of grade AC 15)

21.7.2 Powder coated aluminium sheet 2.5mm thick (minimum thickness of powder kg 553.50
coating 50 micron)
21.8 Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work
by providing weather silicon sealant over backer rod of approved quality as per
architectural drawings and direction of Engineer-in-charge complete.

21.8.1 Upto 5mm depth and 5 mm width metre 74.00

21.9 Extra for applying additional anodic coating AC 25 instead of AC 15 to
aluminium extruded sections.
21.9.1 For fixed portion kg 11.60
21.9.2 For shutters of doors, windows & ventilators kg 11.60
21.10 Providing and fixing double glazed hermetically sealed glazing in aluminium sqm 3,492.65
windows, ventilators and partition etc. with 6 mm thick clear float glass both
side, having 12 mm air gap, including providing EPDM gasket, perforated
aluminium spacers, desiccants, sealant (Both primary and secondary sealant)
etc. as per specifications, drawings and direction of Engineer-in-charge
complete.
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Item Code Description Unit Justified Rate

21.11 Providing and fixing stainless steel (SS 304 grade) adjustable friction windows
stays of approved quality with necessary stainless steel screws etc. to the side
hung windows as per direction of Engineer- in-charge complete.

21.11.1 205 X 19 mm each 254.60

21.11.2 255 X 19 mm each 286.20
21.11.3 355 X 19 mm each 251.35
21.11.4 510 X 19 mm each 646.25
21.11.5 710 X 19 mm each 1,099.25
21.12 Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm
thick & 2100 mm long with SS screws etc .complete as per direction of Engineer-
in-Charge.
21.12.1 Anodized (AC 15 ) aluminium tubular handle bar each 446.65
21.12.2 Powder coated minimum thickness 50 micron aluminium tubular handle bar each 490.30

21.12.3 Polyester powder coated minimum thickness 50 micron aluminium tubular each 501.70
handle bar
21.13 Providing and fixing Brass 100mm mortice latch and lock with 6 levers without each 405.65
pair of handles (best make of approved quality) for aluminium doors including
necessary cutting and making good etc. complete.

21.14 Providing and fixing anodised aluminium (anodised transparent or dyed to kg 311.95
required shade according to IS: 1868. Minimum anodic coating of grade AC 15)
sub frame work for windows and ventilators with extruded built up standard
tubular sections of approved make conforming to IS: 733 and IS: 1285, fixed
with dash fastener of required dia and size (Dash fastener to be paid for
separately).

21.15 Providing and fixing aluminium casement windows fastener of required length
for aluminium windows with necessary screws etc. complete.

21.15.1 Anodized (AC 15) aluminium each 64.35

21.15.2 Powder coated minimum thickness 50 micron aluminium each 69.75
21.15.3 Polyester powder coated minimum thickness 50 micron aluminium each 68.45
21.16 Providing and fixing aluminium round shape handle of outer dia 100 mm with
SS screws etc. complete as per direction of Engineer- in-ch a rge

21.16.1 Anodized (AC 15 ) aluminium each 77.55

21.16.2 Powder coated minimum thickness 50 micron aluminium each 78.30
21.16.3 Polyester powder coated minimum thickness 50 micron aluminium each 80.65
21.17 Providing and fixing anodised aluminium grill (anodised transparent or dyed to kg 492.30
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 grill to be measured for payment).

21.18 Providing and fixing 12mm thick frameless toughened glass door shutter of sqm 3,960.30
approved brand and manufacture, including providing and fixing top & bottom
pivot & double acting hydraulic floor spring type fixing arrangement and making
necessary holes etc. for fixing required door fittings, all complete as per
direction of Engineer in charge (Door handle, lock and stopper etc. to be paid
separately)
21.19 Filling the gap in between aluminium/ stone/ wood frame and adjacent
RCC/Brick/ Stone/ wood/ Ceramic/ Gypsum work by providing
weather/structural non sag elastomeric PU sealant over backer rod of approved
quality as per architectural drawings and direction of Engineer-in-charge
complete, complying to ASTM C920, DIN 18540- F & ISO 11600
 158

Item Code Description Unit Justified Rate

21.19.1 Upto 5 mm depth and 5 mm width metre 116.65
21.19.2 Upto 10 mm depth and 10 mm width metre 158.20
21.19.3 Upto 20 mm depth and 20 mm width metre 284.80

22 WATER PROOFING
22.1 Providing and laying integral cement based treatment for water proofing on
horizontal surface at all depth below ground level for under ground structures
as directed by Engineer-in-Charge and consisting of : (i) Ist layer of 22 mm to
25 mm thick approved and specified rough stone slab over a 25 mm thick base
of cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing
compound conforming to IS:2645 in the recommended proportion over the
leveling course (leveling course to be paid separately). Joints sealed and
grouted with cement slurry mixed with water proofing compound. (ii) 2nd layer
of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) mixed with water
proofing compound in recommended proportions. (iii) Finishing top with stone
aggregate of 10 mm to 12 mm nominal size spreading @ 8 cudm/sqm
thoroughly embedded in the 2nd layer.

22.1.1 Using rough kota stone. sqm 1,159.25

22.2 Providing and laying integral cement based treatment for water proofing on the
vertical surface by fixing specified stone slab 22 mm to 25 mm thick with
cement slurry mixed with water proofing compound conforming to IS:2645 in
recommended proportions with a gap of 20 mm (minimum) between stone
slabs and the receiving surfaces and filling the gaps with neat cement slurry
mixed with water proofing compound and finishing the exterior of stone slab
with cement mortar 1:3 (1 cement : 3 coarse sand) 20 mm thick with neat
cement punning mixed with water proofing compound in recommended
proportion complete at all levels and as directed by Engineer-in-charge :

22.2.1 Using rough Kota stone sqm 1,558.85

22.3 Providing and laying water proofing treatment to vertical and horizontal sqm 589.65
surfaces of depressed portions of W.C., kitchen and the like consisting of: (i) Ist
course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing
compound conforming to IS 2645 in recommended proportions including
rounding off junction of vertical and horizontal surface. (ii) IInd course of 20
mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing
compound in recommended proportion including rounding off junction of vertical
and horizontal surface. (iii) IIIrd course of applying blown or residual bitumen
applied hot at 1.7 kg. per sqm of area. (iv) IVth course of 400 micron thick PVC
sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to
each other with bitumen @ 1.7 kg/sqm).

22.4 Providing and Placing in position suitable PVC water stops conforming to
IS:12200 for construction/ expansion joints between two RCC members and
fixed to the reinforcement with binding wire before pouring concrete etc.
complete :
22.4.1 Serrated with central bulb (225 mm wide, 8-11 mm thick) metre 248.05
22.4.2 Dumb bell with central bulb (180 mm wide, 8 mm thick) metre 201.60
22.4.3 Kickers (320 mm wide, 5 mm thick) metre 201.60
22.5 Providing and laying water proofing treatment in sunken portion of WCs, sqm 463.25
bathroom etc., by applying cement slurry mixed with water proofing cement
compound consisting of applying : (a) First layer of slurry of cement @ 0.488
kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This
layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of
cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126
kg/sqm. This layer will be allowed to air cure for 4 hours followed with water
curing for 48 hours. The rate includes preparation of surface, treatment and
sealing of all joints, corners, junctions of pipes and masonry with polymer
mixed slurry.
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Item Code Description Unit Justified Rate

22.6 Providing and laying water proofing treatment on roofs of slabs by applying sqm 523.30
cement slurry mixed with water proofing cement compound consisting of
applying: (a) after surface preparation, first layer of slurry of cement @ 0.488
kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b)
laying second layer of Fibre glass cloth when the first layer is still green.
Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of
1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with
water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289
kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for
48 hours. The entire treatment will be taken upto 30 cm on parapet wall and
tucked into groove in parapet all around. (d) fourth and final layer of brick tiling
with cement mortar (which will be paid for separately. For the purpose of
measurement the entire treated surface will be measured.

22.7 Providing and laying integral cement based water proofing treatment including
preparation of surface as required for treatment of roofs, balconies, terraces etc
consisting of following operations: (a) Applying a slurry coat of neat cement
using 2.75 kg/sqm of cement admixed with water proofing compound
conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab
including adjoining walls upto 300 mm height including cleaning the surface
before treatment. (b) Laying brick bats with mortar using broken bricks/brick
bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5
coarse sand) admixed with water proofing compound conforming to IS : 2645
and approved by Engineer- in-charge over 20 mm thick layer of cement mortar
of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound
conforming to IS : 2645 and approved by Engineer- in-charge to required slope
and treating similarly the adjoining walls upto 300 mm height including
rounding of junctions of walls and slabs. (c) After two days of proper curing
applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed
with water proofing compound conforming to IS : 2645 and approved by
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 Engineer-in-Charge :

22.7.1 With average thickness of 120 mm and minimum thickness at khurra as 65 sqm 1,280.50
mm.
22.8 Providing and laying four courses water proofing treatment with bitumen felt
over roofs consisting of first and third courses of blown bitumen 85/25 or 90/15
conforming to IS : 702 applied hot @ 1.45 Kg per square metre of area for each
course, second course of roofing felt type 3 grade-I (hessian based self finished
bitumen felt) and fourth and final course of stone grit 6 mm and down size or
pea sized gravel spread at 6 cubic decimeter per square metre, including
preparation of surface but excluding grading complete with :

22.8.1 Bitumen felt (hessian base) type 3 grade I conforming to IS : 1322 sqm 378.20
22.9 Providing and laying six courses water proofing treatment with bitumen felt sqm 590.40
over roofs consisting of first, third and fifth course of blown bitumen 85/25 or
90/15 conforming to IS : 702 applied hot @ 1.45, 1.20 and 1.45 Kg per square
metre of area respectively, second and fourth courses of roofing felt type 3
grade I conforming to IS : 1322 (Hessian based self finished bitumen felt) ,
sixth and final course of stone grit 6 mm and down size or pea sized gravel
spread at 6 cubic decimeter per sqm including preparation of surface but
excluding grading, complete.
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Item Code Description Unit Justified Rate

22.10 Providing and laying six courses water proofing treatment with bitumen felt sqm 678.15
over roofs consisting of first, third and fifth courses of blown or / and residual
bitumen applied hot at 1.45, 1.20 and 1.70 kg per square metre of area
respectively, second and fourth courses of roofing felt type 2 grade I (fibre base
self finished bitumen felt) six and final courses of stone grit 6 mm and down
size or pea sized gravel spread at 6 cubic decimeter per sqm including
preparation of surface, excluding grading, compete.

22.11 Providing and laying six courses water proofing treatment with bitumen felt sqm 678.50
over roofs consisting of first, third and fifth courses of blown or / and residual
bitumen applied hot at 1.45, 1.20 and 1.70 kg per square metre of area
respectively, second and fourth courses of roofing felt type 2 grade II (glass
fibre base self finished bitumen felt) and sixth and final course of stone grit 6
mm and down size or pea sized gravel spread at 6 cubic decimeter per sqm
including preparation of surface but excluding grading, complete.

22.12 Supplying and applying bituminous solution primer on roof and / or wall surface sqm 44.15
at 0.24 litre per sqm.
22.13 Deduct for omitting in water proofing treatment final course of spreading stone
grit 6 mm down size or pea sized gravel :
22.13.1 at 6 cudm per sqm sqm 13.70
22.13.2 at 8 cudm per sqm sqm 17.25
22.14 Grading roof for water proofing treatment with
22.14.1 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate cum 6,976.25
20mm nominal size)
22.14.2 Cement mortar 1:3 (1 cement : 3 coarse sand) cum 12,239.70
22.14.3 Cement mortar 1:4 (1cement : 4 coarse sand) cum 11,309.50
22.22 Providing and mixing integral crystalline admixture for water proofing treatment kg 288.55
to RCC structures like basement raft, retaining walls, reservior, sewage & water
treatment plant, tunnels / subway and bridge deck etc. at the time of
transporting of concrete into the drum of the ready-mix truck , using integral
crystalline admixture @0.80% (minimum) to the weight of cement content per
cubic meter of concrete) or higher as recommended by the manufacturer's
specification in reinforced cement concrete at site of work. The material shall
meet the requirements as specified in ACI-212-3R- 2010 i.e. by reducing
permeability of concrete by more than 90%, compared with control concrete as
per DIN 1048 and resistant to 16 bar hydrostatic pressure. The crystalline
admixture shall be capable of self-healing of cracks up to a width of 0.50mm.
The work shall be carried out all complete as per specification and the direction
of the Engineer-in-charge. The product performance shall carry guarantee for
10 years against any leakage.

22.22A Providing and applying fibre reinforced elastomeric liquid water proofing sqm 413.65
membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of
105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of
self-priming of elastomeric waterproofing liquid (dilution with water in the ratio
of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film
thickness of complete application/system not less than 500 microns). The
operation shall be carried out after scrapping and properly cleaning the surface
to remove loose particles with wire brushes, complete in all respect as per the
direction of Engineer-in-Charge.
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Item Code Description Unit Justified Rate

22.23 Providing and applying integral crystalline slurry of hydrophilic in nature for
waterproofing treatment to the RCC structures like retaining walls of the
basement, water tanks, roof slabs, podiums, reservior, sewage & water
treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in
the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical
surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for
horizontal surfaces and applying the same from negative (internal) side with
the help of synthetic fiber brush. The material shall meet the requirements as
specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more
than 90% compared with control concrete as per DIN 1048 and resistant to 16
bar hydrostatic pressure on negative side. The crystalline slurry shall be
capable of self-healing of cracks up to a width of 0.50mm. The work shall be
carried out all complete as per specification and the direction of the engineer-in-
charge. The product performance shall carry guarantee for 10 years against any
leakage.

22.23.1 For vertical surface two coats @ 0.70 kg per sqm sqm 352.70
22.23.2 For horizontal surface one coat @1.10 kg per sqm. sqm 270.45
22.23A Providing & Applying polymer modified, flexible cementatious negative side sqm 454.55
waterproofing coating with elastic waterproofing polymers on interior wall
plaster surface in three coats @14.35 kg /10 sqm. one coat of self priming of
cementatious waterproofing polymer(dilution with water in the ratio of 1:1) and
two coats of cementatious waterproofing polymer (dilution with water in the
ratio of 3:1 ) after scrapping and properly cleaning the surface to remove pre-
existing paint film & loose particles till plaster is visible, complete in all respect
as per the direction of Engineer-in-Charge.

22.24 Providing and applying integral crystalline (dry shake) of hydrophilic in nature sqm 230.70
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 for 10 years against any
leakage.

22.24A Providing & Applying high quality acrylic modified resin based texture of sqm 423.40
Dholpur/Red sand stone Pattern with anti algae and UV resistance properties to
be applied as intermediate finish in desired pattern @ 43.04 kgs/10 sqm to
form film of 1- 1.5 mm thickness after scrapping and properly cleaning the
surface to remove loose particles from the plaster surface, followed by top
coating with Premium Acrylic Smooth exterior paint with Silicone additives of
required shade by two or more coats @ 1.43 litres/10 sqm, complete as the
direction of Engineer -in-Charge.

22.25 Providing and applying crystalline mortar by mixing in the ratio of 4.5 : 1 (4.5
parts crystalline mortar : 1 part water) for the treatment of faulty construction
joints, cracks, tie rod holes and spalled & honeycombed surface of RCC
underground structures like basement, water tanks, bridge deck etc. to ensure
water tightness. The crystallie mortar shall conform to the EN 1504-3 having
compressive strength Class R4 ?45 MPa and adhesive bond strength Class R3
?1.5 MPa. The work shall be carried out all complete as per specification and
the direction of the engineer-in-charge. The product performance shall carry
guarantee for 10 years against any leakage.
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Item Code Description Unit Justified Rate

22.25.1 For sealing cracks and faulty construction joints, routed out/making U-shape metre 407.70
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 per coat.

22.25.2 For patching of tie rod holes, prepared tie rod hole surface and then primed the each hole 17.35
area with integral crystalline slurry @0.070kg/sqm and while the surface is
tacky repair and then filled the tie rod holes with crystalline mortar@0.040kg
per hole. The crystalline mortar should be tightly rodded into tie rod holes or
packed tightly (For 25x25x25 mm tie rod hole, use 0.040kg to fill the hole)

22.26 Providing and applying of swellable type water stop tape, 19mm x 25mm thick metre 430.10
in Iinear meter (expansive nature) for construction joints treatment of RCC
structure such as raft slab, retaining walls, water storage tank and at the
junctions of raft slab with the retaining walls etc.. After cleaning the
surface, one coat of required primer for swellable water stop tape shall be
applied throughout the length of the joint @3.78 litre per 240 running meter.
Over the primed surface swellable type water stop tape shall be placed. The
work shall be carried out all complete as per specification and the direction of
the Engineer-In-Charge. The product performance shall carry guarantee for 10
years against any leakage,

23 RAIN WATER HARVESTING & TUBEWELLS

23.1 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable
method prescribed in IS: 2800 (part I), including collecting samples from
different strata, preparing and submitting strata chart/ bore log, including hire
& running charges of all equipments, tools, plants & machineries required for
the job, all complete as per direction of Engineer-in-charge, upto 90 metre
depth below ground level.

23.1.1 All types of soil

23.1.1.1 300 mm dia metre 518.00
23.1.1.2 350 mm dia metre 566.55
23.1.1.3 400 mm dia metre 725.20
23.1.2 Rocky strata including Boulders
23.1.2.1 300 mm dia metre 1,240.20
23.1.2.2 350 mm dia metre 1,311.00
23.1.2.3 400 mm dia metre 1,556.45
23.2 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable
method prescribed in IS: 2800 (part I), including collecting samples from
different strata, preparing and submitting strata chart/ bore log, including hire
& running charges of all equipments, tools, plants & machineries required for
the job, all complete as per direction of Engineer -in-charge, beyond 90 metre
& upto 150 metre depth below ground level.

23.2.1 All types of soil

23.2.1.1 300 mm dia metre 604.35
23.2.1.2 350 mm dia metre 671.50
23.2.1.3 400 mm dia metre 906.50
23.2.2 Rocky strata including Boulders
23.2.2.1 300 mm dia metre 1,367.35
23.2.2.2 350 mm dia metre 1,429.00
23.2.2.3 400 mm dia metre 1,823.10
23.3 Supplying, assembling, lowering and fixing in vertical position in bore well,
unplasticized PVC medium well casing (CM) pipe of required dia, conforming to
IS: 12818, including required hire and labour charges, fittings & accessories
etc. all complete, for all depths, as per direction of Engineer -in-charge.
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Item Code Description Unit Justified Rate

23.3.1 100 mm nominal size dia metre 480.30
23.3.2 150 mm nominal size dia metre 580.40
23.3.3 200 mm nominal size dia metre 826.50
23.4 Supplying, assembling, lowering and fixing in vertical position in bore well
unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS:
12818, including hire & labour charges, fittings & accessories etc. all complete,
for all depths, as per direction of Engineer-in-charge.

23.4.1 100 mm nominal size dia metre 503.55

23.4.2 150 mm nominal size dia metre 592.05
23.4.3 200 mm nominal size dia metre 954.35
23.5 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cum 1,132.30
cm, in recharge pit, in the required thickness, for all leads & lifts, all complete
as per direction of Engineer-in-charge.
23.6 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in cum 1,138.10
the recharge pit, over the existing layer of boulders, in required thickness, for
all leads & lifts, all complete as per direction of Engineer-in-charge.

23.7 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 cum 1,138.10
mm in recharge pit, in required thickness over gravel layer, for all leads & lifts,
all complete as per direction of Engineer -in-charge.

23.8 Gravel packing in tubewell construction in accordance with IS: 4097, including cum 1,286.25
providing gravel fine/ medium/ coarse, in required grading & sizes as per actual
requirement, all complete as per direction of Engineer-in-charge.

23.9 Providing and fixing factory made precast RCC perforated drain covers, having each 1,053.25
concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced
with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars,
including providing 50 mm dia perforations @ 100 to 125 mm c/c, including
providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as
per direction of Engineer-in-charge.

23.10 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW
(Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain
ended casing pipes of required dia, conforming to IS: 4270, of reputed &
approved make, including painted with outside surface with two coats of
anticorrosive paint of approved brand and manufacture, including required hire
& labour charges, fittings & accessories, all complete, for all depths, as per
direction of Engineer-in-charge.

23.10.1 100 mm nominal size dia having minimum wall thickness 5.00 mm metre 1,020.10
23.10.2 150 mm nominal size dia having minimum wall thickness 5.00 mm metre 1,457.45
23.10.3 200 mm nominal size dia having minimum wall thickness 5.40 mm metre 1,810.45
23.11 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW
(Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2
mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of
required dia, conforming to IS: 8110, of reputed and approved make, having
wall thickness not less than 5.40 mm, including painted with outside surface
with two coats of anticorrosive bitumestic paint of approved brand and
manufacture, including hire & labour charges, fittings & accessories, all
complete, for all depths, as per direction of Engineer -in-charge.

23.11.1 100 mm nominal size dia metre 1,094.50

23.11.2 150 mm nominal size dia metre 1,556.60
23.11.3 200 mm nominal size dia metre 1,908.35
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Item Code Description Unit Justified Rate

23.12 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, hour 795.90
to establish maximum rate of usable water yield without sand content (beyond
permissible limit), with required capacity air compressor, running the
compressor for required time till well is fully developed, measuring yield of well
by "V" notch method or any other approved method, measuring static level &
draw down etc. by step draw down method, collecting water samples & getting
tested in approved laboratory, i/c disinfection of tubewell, all complete,
including hire & labour charges of air compressor, tools & accessories etc., all
as per requirement and direction of Engineer-in-charge.

23.13 Providing and fixing suitable size threaded mild steel cap or spot welded plate
to the top of bore well housing/ casing pipe, removable as per requirement, all
complete for borewell of:
23.13.1 100 mm dia each 164.65
23.13.2 150 mm dia each 182.95
23.13.3 200 mm dia each 243.90
23.14 Providing and fixing M.S. clamp of required dia to the top of casing/ housing
pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of
required size complete.
23.14.1 100 mm clamp each 1,332.95
23.14.2 150 mm clamp each 1,408.85
23.14.3 200 mm clamp each 1,599.55
23.15 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe
assembly of tubewell as per 15:2800 (part l).
23.15.1 100 mm dia each 198.15
23.15.2 150 mm dia each 244.60
23.15.3 200 mm dia each 267.85

24 CONSERVATION OF HERITAGE BUILDINGS

24.1 Raking out joints of stone masonry surface to the required width and depth, sqm 52.45
with due care and precaution, by mechanical / manual means, including
preparing and cleaning the surface for re-pointing/ refilling of joints, including
disposal of rubbish to the dumping ground within 50 metre lead.

24.2 Providing and fixing double scaffolding system (cup lock type) on the exterior sqm 255.40
side of building/structure, upto 25 metre height, above ground level, including
additional rows of scaffolding in stepped manner as per requirement of site,
made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal &
vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis,
M.S. clamps and staircase system in the scaffolding for working platform etc.
and maintaining it in a serviceable condition for execution of work of cleaning
and/ or pointing and/ or applying chemical and removing it thereafter. The
scaffolding system shall be stiffened with bracings, runners, connecting with the
building etc, wherever required, if feasible, for inspection of work at required
locations with essential safety features for the workmen etc., complete as per
directions and approval of Engineer-in-charge. Note:- (1) The elevational area
of the scaffolding shall be measured for payment purpose. (2) The payment
will be made once only for execution of all items for such works.
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Item Code Description Unit Justified Rate

24.3 Cleaning the sand stone surface and removing dirt, dust, bird dropping, grease, sqm 154.30
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 inclusive of all materials & labours
involved except scaffolding).

24.4 Providing and applying antifungal wash treatment using 3% solution of sodium sqm 56.70
pentachlorophenate, of reputed brand and manufacturer, on cleaned sand stone
surface at desired locations as per direction of Engineer-in-charge (The rate is
inclusive of all materials & labours involved except scaffolding).

24.5 Ruled / Flush pointing on Red sand stone masonry surface with lime, surkhi and sqm 277.55
marble dust mortar in the ratio of 1:1.5:1/2 {One lime: 1.5 surkhi (50% red
and 50% light yellow surkhi ) : 1/2 marble dust}. (The rate is inclusive of all
materials & labours involved except scaffolding).

24.6 Ruled/ Flush pointing on White sand stone masonry surface with lime, surkhi sqm 277.55
and marble dust mortar in the ratio of 1:1.5:1/2 {One lime : 1.5 surkhi (15%
dark red and 85% light yellow surkhi) : 1/2 marble dust}. (The rate is inclusive
of all materials & labours involved except scaffolding).

24.7 Applying two or more coat of Ethyl Silicate chemical as approved by sqm 245.20
Archaeological Survey of India/ Engineer-in-charge, of approved brand and
manufacturer, with brush or spray on the existing stone masonry surface till
there is no further absorption of chemical by stone surface, including protecting
the applied surface from direct sunlight by suitable means during application,
all complete as per direction of the Engineer-in-Charge (The rate is inclusive of
all materials & labours involved except scaffolding).

24.8 Applying breathable, non-reactive, antifungal, and water repellant sqm 79.95
Silane/Siloxane chemical as approved by Archaeological Survey of India/
Engineer-in-charge, of approved brand and manufacture, diluted with solvent
mineral Turpentine oil in the ratio of 1:12 (One part of approved chemical :12
Part of Turpentine oil), on the existing sand stone masonry surface with two or
more coats to give uniform application of chemical on the surface, all complete
as per direction of Engineer-In-charge (The rate is inclusive of all materials &
labours involved except scaffolding).

25 STRUCTURAL GLAZING ALUMMINIUM COMPOSITE PANEL

25.1 Providing and supplying aluminium extruded tubular and otheraluminium kg 321.60
sections as per the architectural drawings and approvedshop drawings , the
aluminium quality as per grade 6063 T5 or T6 asper BS 1474,including super
durable powder coating of 60-80 micronsconforming to AAMA 2604 of required
colour and shade as approvedby the Engineer-in-Charge. ( The item includes
cost of material suchas cleats, sleeves, screws etc. necessary for fabrication of
extrudedaluminium frame work. Nothing extra shall be paid on this
account).The weight of aluminium extruded section shall be taken for purposeof
payment.
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Item Code Description Unit Justified Rate

25.2 Designing, fabricating, testing, protection, installing and fixing inposition semi sqm 2,701.05
(grid) unitized system of structural glazing (with openjoints) for linear as well
as curvilinear portions of the building for allheights and all levels, including: (a)
Structural analysis & design and preparation of shop drawingsfor the specified
design loads conforming to IS 875 part III (thesystem must passed the proof
test at 1.5 times design windpressure without any failure), including functional
design ofthe aluminum sections for fixing glazing panels of variousthicknesses,
aluminium cleats, sleeves and splice plates etc.gaskets, screws, toggles, nuts,
bolts, clamps etc., structuraland weather silicone sealants, flashings, fire stop
(barrier)-cum-smoke seals, microwave cured EPDM gaskets for watertightness,
pressure equalisation & drainage and protectionagainst fire hazard including:
(b) Fabricating and supplying serrated M.S. hot dip galvanised /Aluminium alloy
of 6005 T5 brackets of required sizes, sectionsand profiles etc. to
accommodate 3 Dimentional movementfor achieving perfect verticality and
fixing structural glazingsystem rigidly to the RCC/ masonry/structural steel
frameworkof building structure using stainless steel anchor fasteners/bolts,
nylon seperator to prevent bimetallic contacts with nutsand washers etc. of
stainless steel grade 316, of the requiredcapacity and in required numbers. (c)
Providing and filling, two part pump filled, structural siliconesealant and one
part weather silicone sealant compatible withthe structural silicone sealant of
required bite size in a cleanand controlled factory / work shop environment,
including doublesided spacer tape, setting blocks and backer rod, all
ofapproved grade, brand and manufacture, as per the approvedsealant design,
within and all around the perimeter for holdingglass. (d) Providing and fixing in
position flashings of solid aluminiumsheet 1 mm thick and of sizes, shapes and
profiles, as requiredas per the site conditions, to seal the gap between the
buildingstructure and all its interfaces with curtain glazing to make
itwatertight. (e) Making provision for drainage of moisture/ water that
entersthe curtain glazing system to make it watertight, byincorporating
principles of pressure equalization, providingsuitable gutter profiles at bottom
(if required), making necessaryholes of required sizes and of required numbers
etc. complete.This item includes cost of all inputs of designing, labour
forfabricating and installation of aluminium grid, installation ofglazed units,
T&P, scaffolding and other incidental chargesincluding wastages etc., enabling
temporary structures andservices, cranes or cradles etc. as described above
and asspecified. The item includes the cost of getting all the structuraland
functional design including shop drawings checked by astructural designer,
25.3 dully approved
Providing, by Engineer-in-charge.
assembling and supplying Theitem also panels
vision glass includes(IGUs)comprising
the cost of all of sqm 2,932.10
hermetically-sealed 6-12- 6 mm insulated glass (doubleglazed) vision panel
units of size and shape as required and specified,comprising of an outer heat
strengthened float glass 6mm thick, ofapproved colour and shade with
reflective soft coating on surface # 2of approved colour and shade, an inner
Heat strengthned clear floatglass 6mm thick, spacer tube 12mm wide,
dessicants, includingprimary seal and secondary seal (structural silicone
sealant) etc. allcomplete for the required performances, as per the
Architecturaldrawings, as per the approved shop drawings, as specified and
asdirected by the Engineer-in-Charge. The IGUs shall be assembled inthe
factory/ workshop of the glass processor.(Payment for fixing of IGU Panels in
the curtain glazing is included incost of item No.25.2)For payment, only the
actual area of glass on face # 1 of the glasspanels (excluding the areas of the
grooves and weather siliconesealant) provided and fixed in position, shall be
measured in sqm. (i) Coloured tinted float glass 6mm thick substrate with
reflectivesoft coating on face # 2, + 12mm Airgap + 6mm HeatStrengthened
clear Glass of approved make having propertiesas visible Light transmittance
(VLT) of 25 to 35 %, Lightreflection internal 10 to 15%, light reflection external
10 to 20%, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2
degree K etc. The properties of performance glass shall bedecided by technical
sanctioning authority as per the siterequirement.
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Item Code Description Unit Justified Rate

25.4 Extra for openable side / top hung vision glass panels (IGUs) includingproviding sqm 2,872.70
and supplying at site all accessories and hardwares for theopenable panels as
specified and of the approved make such asheavy duty stainless steel friction
hinges, min 4 -point cremonelocking sets with stainless steel plates, handles,
buffers etc. includingnecessary stainless steel screws/ fasteners, nuts, bolts,
washersetc. all complete as per the Architectural drawings, as per the
approvedshop drawings, as specified and as directed by the Engineer- in-
Charge.

25.5 Providing, fabricating and supplying shadow box of required size andshape, for sqm 1,696.60
fixing in the spandrel portion of the structural glazing, inlinear as well as
curvilinear portions of the building by providing semi-rigid, inorganic, non-
combustible fibre glass wool insulation 50 mmthick, conforming to IS: 8183 and
BS: 3958 Part 5. The insulationlayer shall have facing (factory bonded on
surface # 1 of the fibreglass insulation layer), of black non-woven fibre glass
tissue of nominalthickness 0.5 mm and nominal mass not less than 60 gm
/sqm,made of randomly oriented glass fibres distributed in a binder by awet-lay
process including fixing 1.5 mm thick solid aluminum sheetbacking using, 6 mm
thick cement board including SS rivets, nuts,bolts, washers etc complete.

25.6 Providing and supplying Spandrel Glass Panels comprising of 6 mmthick heat sqm 1,921.60
strengthened monolithic float glass of approved colourand shade with reflective
soft coating on surface # 2 of approvedcolour and shade so as to match the
colour and shade of the IGUs inthe vision panels etc. ,all complete for the
required performances asspecified, as per the Architectural drawings, as per the
approvedshop drawings, as specified, and as directed by the Engineer- in-
Charge. For payment, only the actual area of glass on face # 1 of the
glasspanels (but excluding the area of grooves and weather silicone
sealant)provided and fixed in position, shall be measured in sqm. (Paymentfor
fixing of Spandrel Glass Panels in the curtain glazing is includedin cost of
relevent Item*).“(i) Coloured tinted float glass 6mm thicksubstrate with
reflective soft coating on face # 2, having propertiesas visible Light
transmittance (VLT) of 25 to 35 %, Light reflectioninternal 10 to 15%, light
reflection external 10 to 20 %, shadingcoefficient (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
technicalsanctioning authority as per the site requirement.

25.8 Design supply & installation of suspended Spider Glazing systemdesigned to sqm 7,144.75
withstand the wind pressure as per IS 875 (Part-III). TheSuspended System
held with Spider Fittings of SS-316 Grade Steelof approved manufacturer with
glass panel having 12 mm thick cleartoughened glass held together with SS-
316 Grade Stainless steelSpider & bolt assembly with laminated glass fins 21
mm thick. TheGlass fins and glass panel assembly shall be connected to
Slab/beams by means of SS- 316 Grade stainless steel brackets & Anchorbolts
and at the bottom using SS channel of 50x25x2mm usingfastener & anchor
bolts, non staining weather sealants of approvedmake, Teflon/ nylon bushes
and separators to prevent bi-metalliccontacts, all complete to perform as per
specification and approveddrawings. The complete system to be designed to
accommodatethermal expansion & seismic movements etc. The joints
betweenglass panels (6 to 8 mm) and gaps at the perimeter & in U channelof
the assembly to be filled with non staining weather sealant, so asto make the
entire system fully water proof & dust proof. The rate shall include all design,
Engineering and shop drawingincluding approval from structural designer,
labour, T&P, scaffolding,other incidental charges including wastage, enabling
temporaryservices all fitting fixers nut bolts, washer, Buffer plates,
fastener,anchors, SS channel laminated glass etc. all complete. For thepurpose
of payment, actual elevation area of Glazing includingthickness of joints and the
portion of Glass panel inside the SSchannel shall be measured.

26 NEW TECHNOLOGIES AND MATERIALS

 168

Item Code Description Unit Justified Rate

26.1 Providing & fixing in position Phenol bonded Bamboowood flooring with planks sqm 4,594.50
of sizes 14mm thick, minimum 1800mm 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 the Engineer-in-charge.

26.2 Providing & fixing in position Phenol bonded Bamboo wood in wall skirting with sqm 4,516.30
planks of sizes 14mm thick, 1900mm length (minimum) and 85mm
wide(minimum), in approved colour, texture and finish, having Performance
Appraisal Certificate (PAC) issued by Building Materials & Technology Promotion
Council (BMTPC). The skirting shall be fixed with SS screws & rawl plugs, over
underlayment of 4mm thick, expanded polyethylene foam sheets having
40kg/cum density over prepared surface. The bamboowood planks shall have
minimum density of 1000Kg/cum & minimum Hardness 1000 Kgf. with Eco
friendly UV coating, all complete as per direction of the Engineer in-charge.

26.3 Providing & fixing in position Phenol bonded Bamboowood wall cladding at all sqm 4,875.85
height with planks of sizes 10mm thick, minimum 1800mm 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 polyethylene 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 the Engineer in-charge.

26.4 Providing & fixing in position Phenol bonded Bamboowood panelled or panelled sqm 4,788.55
and glazed shutters for doors windows, clerestorey windows with pre-molded
minimum 30mm thick planks, in approved colours, texture & finish. 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 separately).

26.5 Providing & fixing in position Phenol bonded Bamboo wood panelling of sqm 3,182.20
10mm thick, in 25 to 40 mm thick panelled or panelled & glazed shutters for
doors, windows, clerestorey windows, in approved colour, texture & finish. The
bamboowood planks shall have minimum density of 1000 Kg/cum &
minimum Hardness 1000 Kgf. The panels shall have profiled interlocking
system locked in place with bamboo pins all complete as per direction of the
Engineer in-charge. (area of opening for panel inserts excluding portion
inside grooves or rebates to be measured)

26.6 Providing & fixing in position 65 mm thick factory made door frame of Phenol cudm 223.90
bonded Bamboo wood (superior class, interior use), in approved colour, texture
and finish.The bamboo wood shall have minimum density of 1000 Kg/cum,
minimum hardness 1000 Kgf. The door frame shall have tenon & mortise
interlocking system, to be fixed to the wall with 100 mm size G.I screws all a
complete as per direction of Engineer-in charge.
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Item Code Description Unit Justified Rate

26.6A Providing, erecting, laying and fixing in position in 3.5 to 4 mm thick bamboo sqm 4,506.65
mat corrugated sheet (BMCS) as per IS: 15476-2004 in roofing with self drilling
screws along with EPDM washers complete or with galvanized iron J or L hooks
8mm dia G.I. plain and bitumen washers etc, all complete as per direction of
Engineer-in-Charge.

26.6B Providing and fixing in position ridges of 3.5 to 4 mm thick bamboo mat ridge metre 3,606.30
cap (BMRC) as per IS: 15476-2004 in roofing with self drilling screws along
with EPDM washers complete or with galvanized iron J or L hooks 8mm dia G.I.
plain and bitumen washers etc, all complete as per direction of Engineer-in-
Charge.
26.6C Providing and fixing at all height false ceiling of 4mm thick phenol bonded sqm 2,938.45
Bamboo Mat board (595x595mm) conforming to IS:13958- 1994 including
providing and fixing of frame work made of GI angle 25x25x0.4 mm thick all
around suitably fixed to wall with the help of dash fastener and hanger frame
(600x600 c/c) made GI slotted Tee having powder coating on bottom side
(30x25x0.3 mm thick for main member & 25x25x0.3 mm for cross member)
connected to ceiling with 2.64mm GI wire and anchor fastener at every junction
and also including cost of making openings for light fittings, grills, diffusers, cut
outs made with frame of perimeter channels suitably fixed all complete as per
direction of Engineer-in-charge.

26.6D Providing and fixing at Bamboo Mat board conforming to IS:13958- 1994 for
partition to frame by bucking or studding with screws etc. complete (Frames,
backing or studding to be paid separately)
26.6D.1 3mm thickness sqm 2,124.95
26.6D.2 4mm thickness sqm 2,434.85
26.6D.3 6mm thickness sqm 2,903.25
26.6D.4 9mm thickness sqm 3,681.55
26.6D.5 12mm thickness sqm 4,231.65
26.6E Providing and fixing at all height wall panelling with phenol bonded Bamboo Mat
board conforming to IS:13958-1994 including providing and fixing to frame
work made of 50mm x 50mm hardwood plugs including cutting brick work and
fixing in cement mortar and making good the wall etc. and also providing and
fixing wooden moulded corner beading of triangular shape to the junction of
panelling etc. with iron screws all complete as per direction of Engineer-in-
Charge.

26.6E.1 9mm thickness sqm 3,874.60

26.6E.2 12mm thickness sqm 4,426.20
26.7 Providing and fixing 50 mm thick extruded polystyrene rigid insulation board of sqm 741.45
required size between cavity wall, complying with ISO 4898:2008 & ASTM C
578-08b - type VI, having thermal conductivity of 0.0289 W/m K as per ASTM C
578 (measured as per IS 3346), compressive strength of > 350 kPa listed as
per ASTM D 1621, density of 34-36 kg/m³ as per ASTM D 1622, water
absorptions ? 1% by volume as per ASTM D 2842, oxygen index of 24.1 to 28.1
listed as per ASTM D 2863, cell size 0.4 mm of dia (max) as per ASTM D 3576.
Fire retardent property as per DIN 4102, Part 1 of class B2 and as per ASTM
E84 class A, fixed with suitable water based adhesive and fastener, complete in
all respect as per the direction of Engineer-in-Charge.

26.8 Providing and fixing 50 mm thick extruded polystyrene rigid insulation board of sqm 806.70
required size underdeck on ceiling surface, complying with ISO 4898:2008 &
ASTM C 578-08b - type VI, having thermal conductivity of 0.0289 W/m K as per
ASTM C 578 (measured as per IS 3346), compressive strength of > 350 kPa
listed as per ASTM D 1621, density of 34-36 kg/cum as per ASTM D 1622,
water absorptions ? 1% by volume as per ASTM D 2842, oxygen index of 24.1
to 28.1 listed as per ASTM D 2863, cell size 0.4 mm of dia (max) as per ASTM D
3576. Fire retardent property as per DIN 4102, Part 1 of class B2 and as per
ASTM E84 class A, fixed with suitable water based adhesive and fastener,
complete in all respect as per the direction of Engineer-in-Charge.
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Item Code Description Unit Justified Rate

26.9 Providing and fixing factory made solid Foam uPVC profile for kitchen cabinet metre 351.75
frame (45 x 20 mm) of approved shade, quality and make. The profile shall be
laminated on both sides, made from rigid foam sheets (Single extruded) having
density 600 Kg/cum and the exposed edges sealed with PVC edge beading of
same shade and colour. The frame shall be fire retardent with necessary screw
holding capacity. Frame shall be fixed to wall using Expendable Fastner with
necesary stainless steel screws, all complete as per direction of Engineer-in-
charge.

26.10 Providing and fixing factory made Kitchen Cabinet Shutter/Partition 20 mm sqm 4,208.45
nominal thickness of approved shade, quality and make, made from rigid foam
sheets (Single extruded) having density 600 Kg./cum and laminated on
both side by laminate Sheet/PVC foil lamination. The exposed edges shall be
sealed with PVC edge beading of same shade and colour. The shutter shall be
fire retardent having necessary screw holding capacity. Shutter shall be fixed
to frame using approved hinges with necessary stainless steel screws, all
complete as per direction of Engineer-in-charge.

26.11 Providing and fixing concealed hinge of approved quality for 19-20mm thick each 100.70
door with stainless steel screws complete :
26.12 Supplying & laying of bi-axial extruded high modulus polypropylene geogrid sqm 178.00
coforming to MORTH SPECIFICATION for base/sub-base reinforcement having
minimum tensile strength 15kN/m in the longitudinal and transverse direction,
with 5kN/m and 7kN/m tensile strength at 2% and 5% strain respectively in the
longitudinal and transverse direction, junction efficiency not less than 95% and
with 38mm X 38mm mesh opening.

26.13 Supplying & laying of bi-axial extruded high modulus polypropylene geogrid sqm 197.15
coforming to MORTH SPECIFICATION for base/sub-base reinforcement having
minimum tensile strength 20kN/m in the longitudinal and transverse direction,
with 7kN/m and 14kN/m tensile strength at 2% and 5% strain respectively in
the longitudinal and transverse direction, junction efficiency not less than 95%
and with 38mm X 38mm mesh opening.

26.14 Supplying & laying of bi-axial extruded high modulus polypropylene geogrid sqm 286.60
coforming to MORTH SPECIFICATION for base/sub-base reinforcement having
minimum tensile strength 30kN/m in the longitudinal and transverse direction,
with 10.5kN/m and 21kN/m tensile strength at 2% and 5% strain respectively
in the longitudinal and transverse direction, junction efficiency not less than
95% and with 38mm X 38mm mesh opening.

26.15 Supplying & laying of bi-axial extruded high modulus polypropylene geogrid sqm 395.20
coforming to MORTH SPECIFICATION for base/sub-base reinforcement having
minimum tensile strength 40kN/m in the longitudinal and transverse direction,
with 14kN/m and 28kN/m tensile strength at 2% and 5% strain respectively in
the longitudinal and transverse direction, junction efficiency not less than 95%
and with 38mm X 38mm mesh opening.

26.16 Supplying & laying of drainage composite for use behind walls, between two sqm 701.85
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 detailed specification all complete as per
directions of Engineer in charge.
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Item Code Description Unit Justified Rate

26.17 Supplying & laying of drainage composite for use behind walls, between two sqm 829.60
different fills, alongside drains of road, below concrete lining of canals etc.
having thermobonding a draining core - HDPE geonet comprises of two sets of
parallel overlayed ribs integrally connected to have a rhomboidal shape with a
polyethylene film and a nonwoven geotextile having mass per unit area 130
gsm and tensile strength of 8.0 kN/m that will be working as separation or
protecting layer, geocomposite having in plane flow capacity of 0.7 L / (m.s) at
hydraulic gradient of 1.0 & 20 kPa pressure and tensile strength of 13.5 kN/m ,
with mass per unit area of 830 gsm, at easily accessible location including top
and bottom, with all leads and lifts, manpower and machinery, materials,
labour etc. complete and as directed by Engineer - In - Charge.

26.18 Supplying and laying high strength flexible geogrids (HSFG) as soil
reinforcement / basal reinforcement as per MORTH 3100 and IRC 113, made of
high tenacity polyester core with polyethylene coating with Minimum Long Term
Design Strength (LTDS) of more than 50% of ultimate tensile strength at 30
degree Celcius corresponding to 12% strain .

26.18.1 Ultimate tensile strength- 100 kN/m sqm 280.20

26.18.2 Ultimate tensile strength- 150 kN/m sqm 293.00
26.18.3 Ultimate tensile strength- 200 kN/m sqm 459.05
26.18.4 Ultimate tensile strength- 250 kN/m sqm 471.85
26.18.5 Ultimate tensile strength- 300 kN/m sqm 484.65
26.18.6 Ultimate tensile strength- 350 kN/m sqm 497.40
26.18.7 Ultimate tensile strength- 400 kN/m sqm 599.60
26.18.8 Ultimate tensile strength- 500 kN/m sqm 663.50
26.18.9 Ultimate tensile strength- 600 kN/m sqm 727.40
26.18.10 Ultimate tensile strength- 700 kN/m sqm 855.15
26.18.11 Ultimate tensile strength- 800 kN/m sqm 950.95
26.18.12 Ultimate tensile strength- 900 kN/m sqm 1,110.65
26.18.13 Ultimate tensile strength- 1000 kN/m sqm 1,238.45
26.18.14 Ultimate tensile strength- 1100 kN/m sqm 1,302.30
26.18.15 Ultimate tensile strength- 1200 kN/m sqm 1,366.20
26.19 Providing at all heights, levels and locations Aluminium profile industrial
troughed sheet of Alloy 31500/31000/40800, conforming to IS 1254, IS 737, IS
2676. The sheet shall be fixed using self drilling/ self tapping SS screws of size
5.5x65 mm with EPDM seal complete upto required pitch in horizontal, vertical
or curved surfaces i/c cutting to size and shape where required as per
specifications, detail drawings and direction of Engineer-in-Charge. The rate
shall be inclusive of all screws, seal, ridge, labour, scaffolding, machinery for
fixing and approved sealent where required etc. but excluding the cost of
purlins, rafters and trusses.

26.19.1 0.71 mm thick, the profile detail width 1044/920 mm, cover width 1000/875 sqm 856.40
mm.
26.19.2 0.91 mm thick, the profile detail width 1044/920 mm, cover width 1000/875 sqm 1,085.20
mm.
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Item Code Description Unit Justified Rate

26.22 Providing and fixing false ceiling at all heights with integral densified calcium
silicate reinforced with fibre and natural filler false ceiling tiles of Size
595x595mm of approved texture, design and patterns as per CPWD
Specification 2019, to be laid in true horizontal level suspended on inter-locking
metal T-Grid of hot dipped galvanised iron section of 0.33mmthick (galvanized
@ 120 grams per sqm including both sides)comprising of main-T runners
of size 24x38 mm of length 3000 mm,cross - T of size 24x32 mm of
length 1200 mm and secondary intermediate cross-T of size 24x32 mm of
length 600mm to formgrid module of size 600 x 600 mm, suspended from
ceiling usinggalvanised mild steel items (galvanizing @ 80 grams per sqm) i.e.
12x50 mm long dash fasteners, 6 mm 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 25x37x25x1.6mm thick with precut hole on both 25mm
flange to pierce into 12x50mm or even bigger size dash fastener if require,
fixed with Glavanised iron perimeter wall angle or size 24x24x0.40 mm of
length 3000 mm to be fixed on periphey wall / partition with the help of plastic
rawl plugs at 450mm center to center and 40 mm long dry wall S.S screws. The
workshall be carried out as per specifications, drawing and as per directionsof
the Engineer-in-Charge.

26.22.1 With 15 mm thick Tegular edged light weight calcium sliciate false ceiling tiles sqm 1,570.10

26.22.2 With 15 mm thick tegular/butt edged without perforation plain/designer light sqm 1,746.90
weight calcium silicate Anti-Microbial Bio-Safe coated false ceiling tiles
Confirming to JIS-Z2801 and ASTM G-21
26.23 Providing and fixing false ceiling at all heights with integral densified calcium
silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595
mm of approved texture, design and patterns having NRC (Noise Reduction
coefficient) of 0.50 (minimum) as per IS 8225:1987, Light reflectance of 85%
(minimum). Non combustible as per BS:476 (part-4), fire performance as per
BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity < 0.043
W/m K as per ASTM 518:1991, in true horizontal level suspended on 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
Engineer-in-Charge.

26.23.1 With 15 mm thick integral densified micro edge light weight calcium silicate sqm 1,811.55
false ceiling tiles
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Item Code Description Unit Justified Rate

26.24 Providing and fixing in position wall panelling at all heights with integral
densified calcium silicate panels/tiles of size 595 x 595mm, having NRC (Noise
Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light
reflectance of 85% (minimum). Non combustible as per BS:476 (part-4), fire
performance as per BS:476 (part 6 &7), humidity resistance of 100%, thermal
conductivity <0.043 W/m K as per ASTM 518:1991, comprising of a frame
made from especially fabricated galvanised mild steel sheet 0.50 mm thick
pressed section (galvanizing @120 grams per sqm including both sides)
i.e.vertical studs of size 48 x 34 x 36 mm are placed at 600mm center to center
in a floor and ceiling channel section of size 50 x 32m fixed to the floor and
soffit at 600mm centers using 12mm dia,50mm long wedge type expanded zinc
alloy dash fastner with 10mm bolt. This same channel is then to be fixed in
horiziontal direction at 600mm center to center so as to form a grid of 600mm x
600mm. Glasswool of 50mm thickness is then to be inserted in the slots and
finally calcium silicate non combustible panels/tiles are to be screw fixed with
self tapping pan head nickel coated mild steel screws of size 13 x 3.2mm on to
this grid leaving an even groove of 1 mm between the panels. The joints
between the panels are to be duly jointed and finished using recommended
jointing calcium silicate based compound and fiber joint tape roll 50mm wide
(90 metre )roll and two coats of primer suitable for panelling as per
manufacturer's specification as per direction of Engineer-in-Charge all
complete.

26.24.1 With 15 mm thick fully perforated square/butt edge light weight calcium sqm 2,420.15
silicate panels/ tiles
26.25 Providing and fixing 15 mm thick false ceiling tiles at all heights with integral sqm 1,255.90
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 direction of Engineer-in-charge.

26.26 Providing & fixing false ceiling at all heights with GRG (Glass Fibre Reinforced
Gypsum) false ceiling tiles of Size 595x595 mm of approved texture, design and
patterns having moisture content less than 2%, humidity resistance of 99%,
NRC 0.50 to 0.75 as per IS 8225:1987, Non combustible as per BS 476 (part 4)-
1970 and light reflectance of 85% (minimum) to be laid in true horizontal level
suspended on inter- locking metal T-Grid of hot dipped galvanised iron section
of 0.33mm thick (galvanized @ 120 grams per sqm including both sides)
comprising of main-T runners of size 15x32 mm of length 3000 mm, cross - T
of size 15x32 mm of length 1200 mm and secondary intermediate cross-T of
size 15x32 mm of length 600mm to form grid module of size 600 x 600 mm,
suspended from ceiling using galvanised mild steel items (galvanizing @ 80
grams per sqm) i.e. 50 mm long, 8 mm outer diameter M-6 dash fasteners, 6
mm dia fully threaded hanger rod upto 1000 mm length and L-shape level
adjuster of size 85x25x2 mm. Galvanised iron perimeter wall angle of size
24x24x0.40 mm of length 3000 mm to be fixed on periphery wall / partition
with the help of plastic rawl plugs at 450 mm center to center and 40 mm long
dry wall wood screws. The work shall be carried out as per specifications,
drawing and as per directions of the Engineer-in-Charge.

26.26.1 With semi perforated 12 mm thick micro tegular edged GRG false ceiling tiles. sqm 1,494.50

26.26.2 With fully perforated 12 mm thick micro tegular edged or 10 mm thick square sqm 1,555.45
edged GRG false ceiling tiles.
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Item Code Description Unit Justified Rate

26.27 Providing and fixing mineral fibre false ceiling tiles at all heights of size
595X595mm of approved texture, design and pattern. The tiles should have
Humidity Resistance (RH) of 99%, Light Reflectance a 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 I runners of 15x32 mm of length 3000 mm, cross T of size
15x32mrri of length 1200 mm and secondary intermediate cross T of size
15x32 mm of length 600 mm to form grid module of size 600x600 rtim
suspended from ceiling using galvanized mild steel item (galvanised@80gsm)
SO 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 well with help of plastic rawl plug at 450 mm centre to centre
& 40 mm long dry wall S.S. screws. The exposed bottom portion of all T-
sections used in false ceiling support system shall be pre- painted with
polyester baked paint, for all heights. The work shall be carried out as per
specifications, drawings and as per directions of the engineer-in-charge.

26.27.1 With 16 mm thick beveled tegular mineral fibre false ceiling tile (NRC 0.55 to sqm 1,823.90
0.6
26.27.2 With 20 mm thick beveled tegular mineral fibre false ceiling tile (NRC 0.7) sqm 2,074.15

26.27.3 With 16 mm thick beveled tegular mineral fibre Anti- microbial false ceiling tile sqm 1,927.80
confirming to ISO 5 (class 100) specifications
26.28 Chipping of unsound/weak concrete material from slabs, beams, columns etc.
with manual Chisel and/ or by standard power driven percussion type or of
approved make including tapering of all edges, making square shoulders of
cavities including cleaning the exposed concrete surface and reinforcement with
wire brushes etc. and disposal of debris for all lead and lifts all complete as per
direction of Engineer-In-Charge

26.28.1 75mm average thickness sqm 289.65

26.28.2 50mm average thickness sqm 196.30
26.28.3 25 mm average thickness sqm 97.35
26.29 Cleaning of reinforcement from rust from the reinforcing bars to give it a total
rust free steel surface by using alkaline chemical rust remover of approved
make with paint brush and removing loose particles after 24 hours of its
application with wire brush and thoroughly washing with water and allowing it
to dry, all complete as per direction of Engineer-In-Charge.

26.29.1 Bars upto 12 mm diameter metre 5.85

26.29.2 Bars above 12 mm diameter metre 11.65
26.30 Drilling suitable holes in reinforced or plain cement concrete with power driven
drill machine to a minimum depth of 100mm upto 200mm in RCC beams,
lintels, columns and slabs to introduce steel bars for sunshades/balconies
including fixing the steel bars in position using epoxy resin anchor grout of
approved make but excluding the cost of reinforcement, all complete as per
direction of Engineer-In-Charge.

26.30.1 Upto and including 12mm dia. each 110.75

26.31 Providing, mixing and applying bonding coat of approved adhesive on chipped
portion of RCC as per specifications and direction of Engineer-In-charge
complete in all respect.
26.31.1 SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 sqm 106.50
kg cement per sqm of surface area mixed with specified proportion of approved
polymer
26.31.2 Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make sqm 338.95
 175

Item Code Description Unit Justified Rate

26.32 Providing, mixing and applying SBR polymer of approved make) modified
Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with
polymer minimum 2% by wt, of cement used) as per specifications and
directions of Engineer-in-charge. Note: Measurement and payment: The pre-
measurement of thickness shall be done just after the surface preparation
is completed and Payment under this item shall be made only after proper wet
curing has been done and surface has been satisfactorily evaluated by
sounding / tapping with a blunt metal instrument and/or the 75mm size cube
crushing strength at the end of 28 days to be not less than 30 N/Sqmm2).

26.32.1 12 mm average thickness. sqm 289.50

26.32.2 25 mm average thickness in 2 layers. sqm 438.90
26.32.3 50 mm average thickness in 3 layers. sqm 877.85
26.33 Providing, mixing and applying SBR polymer (of approved make @ minimum
2% by wt. of cement used) modified plain/reinforced cement
concrete for structural members having minimum characteristic compressive
strength (with ordinary portland cement, coarse sand and graded stone
aggregate of lOmm maximum size in proportion as per design criteria] with
specified average thickness. Note: Rates shall be for finished surface area of
concrete and shall include the cost of labour, concrete and appropriate
approved Super-Plasticiser for rendering concrete as flowable and SBR polymer
but shall exclude cost of reinforcement, bond coat, Shear Keys, centering and
shuttering, strutting, propping etc (Payment under this item shall be made only
after proper wet curing has been done and surface has been satisfactorily
evaluated by sounding/tapping with a blunt metal instrument)

26.33.1 50rnm thick in Grade M 25 with cement content not less than 330 kg per cum sqm 467.90

26.33.2 75mm thick in Grade M 25 with cement content not less than 330 kg per cum sqm 754.70

26.34 Providing and laying SBR Polymer modified (of approved make @ minimum 2%
by wt. of cement used) plain/reinforced concrete jacket for the structural
members e.g. columns, pillars, piers, beams etc with concrete having the
specified minimum characteristic compressive strength [with ordinary
portland cement, coarse sand and graded stone aggregate of lOmm
maximum size in proportion as per design criteria] with specified average
thickness all-round existing core of RCC member. Note: Rates shall be for
finished surface area of concrete and shall include the cost of making holes in
existing RCC slab, if required, for pouring concrete in shuttering mould of jacket
and appropriate approved Super-Plasticiser for rendering concrete as flowable
self compacting and SBR polymer but shall exclude cost of reinforcement,
bond coat, Shear Keys, centering and shuttering, strutting, propping etc
(Payment under this item shall be made only after proper wet curing has been
done and surface has been satisfactorily evaluated by sounding/tapping with
a blunt metal instrument)

26.34.1 50mm thick in Grade M 25 with cement content not less than 330 kg per cum sqrn 467.90

26.34.2 75mm thick in Grade M 25 with cement content not less than 330 kg per cum sqm 701.85

26.34.3 100mm thick in Grade M 25 with cement content not less than 330 kg per cum sqm 935.80

26.35 Providing and injecting approved grout in proportion recommended by the

manufacturer into cracks/honey-comb area of concrete/ masonry by suitable
gun/pump at required pressure including cutting of nipples after curing etc.
complete as per directions of Engineer-in-Charge. (The payment shall be made
on the basis of actual weight of approved grout injected.)

26.35.1 Stirrer mixed Acrylic Polymer of approved make @ 2% of weight of cement kg 93.15
used) modified Cement slurry made with non shrink compound in concrete/RCC
work
 176

Item Code Description Unit Justified Rate

26.35.2 Stirrer mixed SBR Polymer (of approved make) modified Cement slurry made kg 96.50
with Shrinkage Compensating Cement in concrete/RCC work.

26.35.3 Epoxy injection grout in concrete/RCC work of approved make kg 688.95

26.36 Providing, erecting, maintaining and removing temporary protective screens
made out of specified fabric with all necessary fixing arrangement to ensure
that it remains in position for the work duration as required by the Engineer-in-
charge.
26.36.1 Wooven PVC cloth sqm 39.70
26.37 Cleaning of exposed concrete surface of sticking material including loose and sqm 240.55
foreign material by sand blasting with coarse sand followed by and including
cleaning with oil free air blast as per direction of Engineer in charge.

26.38 Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved
design mix concrete having the specified minimum characteristic
compressive strength [with ordinary portland cement, coarse sand and
graded stone aggregate of 10 mm maximum size in proportion as per design
criteria( including the cost of centering and shuttering at edges and corners etc.
as directed by 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 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 583.10

26.38.2 50mm thick in Grade M 25 with cement content not less than 330 kg per cum sqm 910.90

26.38.3 75mm thick in Grade M 25 with cement content not less than 330 kg per cum sqm 1,292.15

26.39 Providing and inserting 12mm dia galvanised steel injection nipple in honey each 178.15
comb area and along crack line including drilling of holes of required diametre
(20mm to 30mm) up to depth from 30mm to 80mm at required spacing and
making the hole & crack dust free by blowing compressed air, sealing the
distance between injection nipple with adhesive chemical of approved make and
allow it to cure complete as per direction of Engineer-In-Charge.

26.40 Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or sqm 715.60
other suitable size wire mesh to be fixed & firmly anchored to the concrete
surface by means of "L" shaped mild steel shear key welded with existing
reinforcement including the cost of materials, labour, tool & plants as approved
by Engineer-in-charge.
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Item Code Description Unit Justified Rate

26.41 Designing, providing, installing and fixing factory finished custom designed cold kg 205.05
form Light Gauge Steel Framed super structure comprising of steel wall panel,
trusses, purlins etc manufactured out of minimum 0.75 mm thick steel sheet as
per design requirements. The steel sheet shall be galvanized (AZ-150gms
Aluminium Zinc Alloy coated steel having minimum yield strength 300-550
Mpa) conforming to AISI specifications and IBC 2009 for cold formed steel
framing and construction and also as per IS: 875-1987, ISO 800-1984 and
IS:801- 1975. The wind load shall be as per provisions of IS 875 (part -III).
LGSFS frame shall be designed as per IS: 801 using commercially available
software such as Frame CAD Pro-11.7/ STAAD PRO-V8i/ ArchitekV2.5.16/ Revit
architecture-2011 or equivalent. Proper usage of Connection Accessories like
Heavy Duty Tension Ties, Light Duty Hold-ons, Twist Straps (to connect truss
with wall frames), Strong Tie, Tie Rod, H-Brackets, Boxing Sections, L-Shaped
Angles for better structural stability. The framing section shall be cold form C-
type having minimum web depth 89 mm x 39mm flange x 11mm lip in required
length as per structural design requirement duly punched with dimple/ slot at
required locations as per approved drawings. The slots will be along centre line
of webs and shall be spaced minimum 250mm away from both ends of the
member. The frame can be supplied in panelized or knock down condition in
specific dimensions and fastened with screws extending through the steel
beyond by minimum of three exposed threads. All self drilling tapping screws
for joining the members shall have a Type II coating in accordance with ASTM
B633(13) or equivalent corrosion protection of gauge 10 & 12, TPI 16 & 8 of
length 20mm. The frames shall be fixed to RCC slab or Tie beam over Neoprene
rubber using self expanding carbon steel anchor bolt of dia as per approved
drawings. design subject to minimum 12mm diameter and 121mm length
conforming to AISI 304 and 316 at 500mm c/c with minimum embedment of
100mm in RCC (RCC to be paid separately) and located not more than 300mm
from corners or termination of bottom tracks complete in all respects. The item
also includes the submission of stability reports duly examined and issued by
any NIT/IIT. The rate includes the concept design, detailed design, fabrication
of sections, transportation, installation and all required fixing arrangement at
site as described above.

26.42 Providing and fixing of external wall system on Light gauge steel frame work
with outer face cement boards as per standard sizes fixed with self- drilling /
taping screws / fasteners @ 60cm c/c of approved make. A groove of 2 mm to
3mm shall be maintained and grooves shall be sealed with silicon based
sealant. The board shall be fixed in a staggered pattern. Screws shall be of
counter sunk rib head of 1.60mm to 4 mm thick or 8 to 10 gauge of length
varying from 25 to 45 mm and. Internal face 12.5 mm thick gypsum plaster
board fixed on cement board as per standard sizes fixed with 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 separately)

26.42.1 Outer face- Outer face having 6mm thick fiber cement board Type A, Category- sqm 2,933.35
IV as per IS:14862:2000 fixed on 9mm thick fiber cement board, Type A,
Category-IV as per IS:14862:2000 (high pressure steam cured) Inner Face-
12.5 mm thick gypsum plaster board conforming to IS 2095:2011 fixed on
8 mm thick fibre cement board of Type B, Category-III conforming to
IS:14862:2000 (High pressure steam cured)

26.42.2 Outer face- Outer face having 6mm thick fiber cement board Type A, Category- sqm 1,534.35
III as per IS:14862:2000 fixed on 9mm thick fiber cement board Type A,
Category-Ill, as per IS:14862:2000 (high pressure steam cured) Inner Face-
12.5 mm thick gypsum plaster board conforming to IS 2095:2011 fxed on
8 mm thick fibre cement board of Type B, Category-III, conforming
to IS:14862:2000 (High pressure steam cured)
 178

Item Code Description Unit Justified Rate

26.43 Providing and fixing internal wall panels on Light gauge steel frame work with
12.5mm thick gypsum plaster board conforming IS 2095:2011 fixed on cement
board as per standard sizes fixed with self-drilling / taping screws / fasteners @
60cm c/c of approved make, Screws shall be of counter sunk rib head of
1.60mm to 4 mm thick or 8 to 10 gauge of length varying from 25 to 45 mm.
Proper taping and jointing to be done using fiber mesh tape and epoxy and
acrylic based jointing compound for seamless finish.(cost of frame work to be
paid for separately

26.43.1 Cement Fiber Board 8 mm thick of Type B, Category III as per IS 14862:2000 sqm 1,685.40
(High pressure Steam Cured)
26.43.2 Cement Bonded particle board 8 mm (Termite, Fire & Moisture Resistance), as sqm 1,672.65
per IS:14276 : 1995
26.44 Providing and fixing in all exterior face panels breathable vapour barrier sqm 237.85
underneath the cement fiber board as per National Building Code 7009
complete as per direction of Engineer-in- charge.

26.45 Supplying and installation of moisture resistant/fire resistant cement board as

per standard sizes fixed with self-drilling / taping screws. Screws shall be of
counter sunk rib head of 1.60mm to 4 mm thick or 8 to 10 gauge of length
varying from 25 to 45 mm.
26.45.1 Cement Fiber Board 6 mm thick as per IS 14862:2000 of type B (High pressure sqm 1,069.80
Steam Cured)
26.45.2 Cement Bonded particle board 8 mm thick (Termite, Fire & Moisture sqm 744.00
Resistance), as per IS:14276 : 1995
26.46 Providing and fixing in position, 200 mm thick factory made Expanded sqm 3,408.50
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 overall direction of the Engineer-in-charge.

26.47 Providing and fixing in position, 230mm thick factory made Expanded sqm 3,725.85
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
120435 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)) A with the help of shotcreting
equipment etc at a pressure of not less than 1 bar (100Kn/m2) and surface
finished with trowel. The top face of the panel shall be provided and finished by
applying 70-75 mm thick layer of cement concrete 1:1.5: 3 (1 cement :1.5
coarse sand : 3 graded stone aggregate 20 mm nominal size). Fixing
operations of roof/floor panels shall be completed in all respect as per drawings
and specifications and under the overall direction of the Engineer-in-charge.
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Item Code Description Unit Justified Rate

26.48 Providing and fixing of custom(zed Aluminium form work for monolithic sqm 362.45
construction on RCC members with repetitive usage made up of
aluminium sheets/plates of minimum 4mrn thickness and grade 6061 (Type-
6), The formwork comprises of (a) wall panel, roccker. kicker and internal sofit
corner, external soffit corner, external corner, internal corner etc., fb)
beam components i.e, beam side panel, prop head for soffit beam, beams
soffit panel, beam sofit 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 simple pin and wedge system that passes
thorugh holes in the out side rib of each panel. The tolerance of finished panel
shall not be less than (-1 mini and shall conform to IS 14987-1999, Pins and
wedges to be made of high grade hot dipped galvansied mild steel. This form
work also comprises of M.S. angle iron, "Z" shaped brackets braced diagonally
at 0.90 to 1.00 metre centre to centre on extrenal 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./M.S. 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 alterante
odd/even level before which the points and shuttering surface to be
thoroughly cleaned, pins greasing and shuttering surface oiling propoerly
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 shattering
supplier and as per direction of the Engineer-in-charge, including filling and
finishing the holes of varied sizes and shapes (lef by keys/pins of aluminium
form work shuttering while de- shuttering) with GP-2 cementitious polymer
compound mixed with water in ratio prescribed by manufacturer to form
consistent workable enough for pushing it in the holes upto full depth of wall
using appropriate tools and finishing smooth all complete as per directions of
the Engineer-in-charge.

26.49 Providing and fixing in position factory made EPS cement sandwich
wall/roof/floor light weight solid core panels made of core material of EPS
granule balls/beads (conforming to IS 4671:1984 and shall have density not
less than 15kg per cum) adhesive, cement, sand, flyash and other bonding
material in mortar state processed to form in a preset mould. The outer face on
both sides of the panels will be non asbestos fiber cement board confirming to
IS 14862:2000 or Calcium silicate board confirming to EN 14306:2009 of 5mm
thick each. Panel shall be laid on 6mm thick cement mortar (1 cement: 2 fine
sand) mixed with chemical adhesive of 0.5kg per 50kg of cement or shall be
preferably fixed into 'C' channel made of 1.2mm thick MS plate
screwed/fastenened to the slab/column/beam etc. The panel shall fixed
vertically with tongue and groove joint and horizontally locked with steel bar
between each other and floors and filled with cement mortar and adhesive.
Panels should be used as floor & roofing with additional structural support, steel
or RCC depending upon the design. All the operation shall be completed in all
respect as per drawings, Manufacturers specifications and under the overall
direction of Engineer-in-Charge (Cost of all the material is included except "C
channel" which will be paid seperately).

26.49.1 Non load bearing panels 50mm thick of required size sqm 1,031.50
26.49.2 Non load bearing panels 60mm thick of required size sqm 1,165.35
26.49.3 Non load bearing panels 75mm thick of required size sqm 1,445.15
26.49.4 Non load bearing panels 90mm thick of required size sqm 1,681.20
26.49.5 Non load bearing panels 100mm thick of required size sqm 1,979.25
 180

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26.50 Providing and fixing in position factory made non asbestos fibre reinforced
aerated cement sandwich wall/roof/floor light weight solid core panels made of
light weight cement concrete core composed of OPC cement, pulverized flyash,
quick lime, cotton pulp & Gypsum in mortar state mixed with aeration agent in
a preset mould. The outer face on both sides of the panels will be non asbestos
fibre cement board confirming to IS 14862:2000. These solid wall panels are
installed using Galvanized iron steel tracks/C channel of 1mm thick of required
sizes as recommended by manufacturer's and fixed to floor and RCC soffit in
plumb to each other with steel screw/ fasteners. The panel shall be fixed
vertically with tongue & groove joint with cement based polymer modified
jointing compound. The exposed surface finished with fibre mesh/glass fibre
tape with polymer based jointing compound having superior flexibility. Panels
should be used as floor & roofing with additional structural support, steel or
RCC depending upon the design. All the operation shall be completed in all
respect as per drawings, Manufacturers specifications and under the overall
direction of Engineer-in-Charge (Cost of all the material is included except
"tracks/C channel" which will be paid separately).

26.50.1 Non load bearing panels 50 mm thick of required size (minimum 4mm thick sqm 1,190.30
fibre cement board Type B, Category III as per IS: 14862:2000 on both faces)

26.50.1A Non load bearing panels 50 mm thick of required size (minimum 4mm thick sqm 417.10
fibre cement board Type A, Category III as per IS: 14862:2000 on both
faces)
26.50.1B Non load bearing panels 50 mm thick of required size (minimum 4mm thick sqm 417.10
fibre cement board Type A, Category IV as per IS: 14862:2000 on both faces )

26.50.2 Non load bearing panels 75 mm thick of required size (minimum 5mm thick sqm 1,379.35
fibre cement board Type B, Category III as per IS: 14862:2000 on both faces)

26.50.2A Non load bearing panels 75 mm thick of required size (minimum 5mm thick sqm 265.85
fibre cement board Type A, Category III as per IS: 14862:2000 on both faces)

26.50.2B Non load bearing panels 75 mm thick of required size (minimum 5mm thick sqm 417.10
fibre cement board Type A, Category IV as per IS: 14862:2000 on both faces)

26.51 Supplying of standard quality GFRG panel of 124 mm thickness with modular sqm 1,136.40
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 300kms, additional charges to be paid.
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Item Code Description Unit Justified Rate

26.52 Erection of GFRG Panels in walls in all floors using suitable crane as per sqm 217.65
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 as per
cutting drawing

26.53 Filling of empty cavities (as shown in the structural design drawing) with quarry cum 2,151.00
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 pour/in-
fill of balance concreting)

26.54 Laying of GFRG panel as roof / floor slab panel and staircase panel using sqm 219.60
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 effective cover from the panel top.

26.55 Supplying and fixing 10 Gauge weld mesh of size 100mm x 100 mm for sqm 205.30
floor/roof slab concrete screed over the micro beams as reinforcement. The
weld mesh shall be fixed as per drawing.
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26.56 Application of ZMB 60/equivalent solution (100 Kg ZMB 60/equivalent, 1 litre sqm 277.45
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 erection of wall panel on upper floors including erection of
parapet wall.

26.57 After erection of GFRG wall panels, seal all GFRG wall joints with paper tape metre 77.70
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 RW/equivalent " (Sealing cost excluded.)

26.58 Filling of joints between RCC plinth beam / floor slab and wall panel of external metre 39.00
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 joints between GFRG wall and slab panels.

26.59 Water proofing treatment of Vertical joints (of external side and internal side) metre 39.65
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 finish with Grout RW/equivalent.

26.60 Water proofing treatment of RCC sunshade with Zycosil/equivalent water sqm 119.35
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 absorb but drops remain or rolls.

26.61 In-filling / sealing of joint between RCC lintel cum sunshade and wall (on metre 39.65
external side) in all floors by pushing in Grout RW/equivalent in paste form and
coving 20 mm x 20 mm after applying a coat of Zycosil/equivalent &
zycoprime/equivalent solution before cement plastering of top, bottom and
sides of RCC sunshade.

26.62 Designing, Providing, installing and fixing factory finished customed design kg 123.50
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 the load of slab etc as per the design & directions
of Engineer-in-Charge.

26.63 Providing and fixing special adjustable lockbars of mild steel E-250 to support kg 20.10
the temporary plywood for work between joists during construction as per
design & directions of the Engineer-in-charge.
26.64 Centering and shuttering with 12mm thick shuttering plywood confirming to IS
4990:2011 and removal of form at all heights. Plywood will be supported on
lock bars.
26.64.1 Suspended floors, roofs, landings, balconies and access platform. sqm 78.90
26.65 Providing and fixing roofing consist of 0.8 mm thick galvanized steel deck sheet sqm 1,418.85
confirming to IS 277:1992 used as permanent shuttering over which MS wire
mesh 3mm laid at 100x100 mm grid including edge trim covered with concrete.
This metal deck will be supported on structural steel beam with shear studs.
(Structural steel like Beam, column, joists etc. & concrete of different grade as
per design will be paid separately).
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Item Code Description Unit Justified Rate

26.66 Providing and fixing in position, 130 mm thick factory made Expanded sqm 2,079.15
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 specifications and
under the overall direction of the Engineer-in-charge.

26.67 Providing and fixing of external thermal insulation and composite system with sqm 3,044.50
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 Engineer-in-
Charge.

26.68 Providing and laying factory made Precast concrete solid blocks of 200 mm
thickness of grade M10 made of C&D waste from approved manufacturer in
foundation and plinth in:
26.68.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 5,243.05
26.69 Providing and laying factory made Precast concrete solid blocks of 200 mm
thickness of grade M10 made of C&D waste from approved manufacturer in
superstructure above plinth level up to floor V level

26.69.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 7,034.05

26.70 Providing and laying half block masonry with factory made Precast concrete
solid blocks of 100 mm thickness of grade M10 made of C&D waste from
approved manufacturer in foundation and plinth in:

26.70.1 Cement mortar 1:4(1 cement : 4 coarse sand) sqm 641.50

26.71 Providing and laying half block masonry with factory made Precast concrete
solid blocks of 100 mm thickness of grade M10 made of C&D waste from
approved manufacturer in superstructure above plinth level up to floor V level:

26.71.1 Cement mortar 1:4 (1 cement : 4 coarse sand) sqm 788.75

26.72 Providing and laying 60mm thick factory made cement concrete paver block of sqm 621.55
approved shape and colour of M -30 grade made of C&D waste by block making
machine with vibratory compaction laid in required pattern and including over
50mm thick compacted bed of coarse sand, filling the joints with fine sand etc.
all complete as per the direction of Engineer-in-charge.
 184

Item Code Description Unit Justified Rate

26.73 Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25
to 30%) of different thickness & modular width 1200 mm in Controlled
Factory Environment with approved methodology confirming to IS
10297:1982 by using long line casting method having arrangement of
proper steel bed. Concreting should be done by batch mixing plant
capable of producing zero slump concrete, transported through automatic
shuttels of standard make & laved on bed with the help of
extruder/Slipformer, finishing, curing and also provision of steam curing,
Cutting, making necessary cutout/holes of required sizes for services in slab
element after achieving required strength, yard handling & stacking all
complete as per approved shop drawings & design mix as per the direction of
the Engineer-in- charge, (Cost of strands should be paid separately), Note:
Excess/less cement over the specified cement content used as per design mix is
payable/recoverable separately)

26.73.1 Concrete Grade-M-40 (cement content 400 kg)

26.73.1.1 100 mm thick hollow core slab metre 1,057.35
26.73.1.2 120 nom thick hollow core slab metre 1,236.65
26.73.1.3 150 mm thick hollow core slab metre 1,505.65
26.73.1.4 200 mm thick hollow core slab metre 1,835.75
26.73.1.5 250 mm thick hollow core slab metre 2,254.50
26.73.1.6 300 mm thick hollow core slab metre 2,673.25
26.73.1.7 350 mm thick hollow core slab metre 3,092.00
26.73.1.8 400 mm thick hollow core slab metre 3,510.75
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 17.60
26.73.2.2 120mm thick hollow core slab metre 21.10
26.73.2.3 150mm thick hollow core slab metre 26.35
26.73.2.4 200mm thick hollow core slab metre 32.80
26.73.2.5 250mm thick hollow core slab metre 41.00
26.73.2.6 300mm thick hollow core slab metre 49.20
26.73.2.7 350mm thick hollow core slab metre 57.40
26.73.2.8 400mm thick hollow core slab metre 65.60
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 28.10
26.73.3.2 120mm thick hollow core slab metre 33.70
26.73.3.3 150mm thick hollow core slab metre 42.20
26.73.3.4 200mm thick hollow core slab metre 52.45
26.73.3.5 250mm thick hollow core slab metre 65.60
26.73.3.6 300mm thick hollow core slab metre 78.75
26.73.3.7 350mm thick hollow core slab metre 90.10 meter 91.85
26.73.3.8 400mm thick hollow core slab metre 105.00
 185

Item Code Description Unit Justified Rate

26.74 Fabrication and manufacturing of solid precast concrete element with provisions
of shear keys, connecting loops, dowel tubes and proper lifting accessories for
walls, beams, slabs, stairs, column etc, of various thickness, shape and size
of different concrete grades manufactured in controlled factory environment
vvlth 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, fnishing, making necessary
cutout/holes of required sizes for services, yard handling & stacking all
complete as per IS 11447:1985 and as per approved shop drawings and
design mix as per the direction of Engineer-in-Charge (Cost of reinforcement,
Mechanical, Electrical and Plumbing inserts will be paid
separately). Note: Excess/less cement over the specified cement content used
as per design mix is payable/recoverable separately)

26.74.1 Concrete grade M-35 (Cement content 370 kgs) cum 16,633.95
26.74.2 Extra for using M-40 (Cement content 400 kg) instead of M-35 CUM 234.35
26.74.3 Extra for using M-50 (Cement content 425 kg) instead of M-35 cum 429.65
26.74.4 Extra for using M-60 (Cement content 440 kg) instead of M-35 cum 546.85
26.75 Providing & laying in position Prestressing steel strands (low relaxation) on kg 128.20
hollow core bed by using mechanical pulling arrangement like Rabbit/ Bed
master including all accessories for Stressing & destressing operations as per
approved make conforming to IS1343 & grade FY-1860 etc, complete as per
drawings and direction of Engineer -in-charge.

26.76 Transportation of Precast Elements by flat bed Trailor (Double / Triple axle 40ft
Length with proper accessories like A frame etc) from factory, including the
cost of loading , unloading & stacking at site with the help of required capacity
cranes.
26.76.1 Lead within 15km MT 404.30
26.76.2 Add/Deduct over item 26.76.1 for every additional lead of 5 km MT 89.45
26.77 Erection & Installation of Precast/Prestressed Concrete elements in correct &
final position with proper line level and plumb at site making all arrangements
(i.e cranes, push-pull jacks & all another T & P for lifting Placing & Alignment of
elements, within erection tolerance as per IS 15916 as per approved shop
drawings and all complete as per the direction of Engineer-in-Charge but
excluding the cost of sim pads, non shrink grout and steel works i.e hangers. All
work up to fifth floor.

26.77.1 Prestressed hollow core Slab up to 200 mm thickness sqm 150.70

26.77.2 Prestressed hollow core slab above 200 mm up to 400 mm thickness sqm 254.35

26.77.3 Solid concrete wall elements cum 2,034.40

26.78 Providing & Applying weather proof sealant on outer joints of approved make
confirming to IS & directed by Engineer-in-charge.
26.78.1 Sealant 25mmx10mm at joints metre 132.35
26.79 Providing & Laying of levelling sim pads required sizes (5x5cm to 10x10cm) of
PVC / Rubber to adjust level of bearing surface of supporting members as per
the direction of Engineer in charge.
26.79.1 2mm thick each 22.00
26.79.2 5 mm thick each 27.80
26.79.3 10 mm thick each 39.40
26.80 Providing & Grouting of dowel tubes / Shear keys / Joints of precast members
with M-60 grade cementitious grout (Non Shrink) of approved make by suitable
means ( Free flowing /pump),curing etc. Complete as per directions of Engineer-
in-charge. (The payment shall be made on the basis of actual weight of
approved grout injected.)

26.80.1 Stirrer mixed cementitious grout (non shrink) of approved make in dowel tubes kg 67.20
/ Shear keys / Joints of precast members.
 186

Item Code Description Unit Justified Rate

26.81 Providing and fixing Scaffolding net of required width made of high density sqm 21.80
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 net shall be the property of the contractor on completion of
the work)

26.82 Providing and laying rigid EPS (cellular plastic material) blocks conforming to sqm 1,773.00
ASTM standards/specifications of minimum density 21.60 Kg/cum on floors,
steps, stage etc. of required size and shape as per direction of the Engineer-in-
Charge. This shall include the following operation. “The EPS blocks shall be cut
to required shape and sizes including cuttings for passing of services, joined
together with synthetic resin adhesives as per relevant specifications and
packed/placed in position for stepped floor or platform formation. The top and
sides surfaces to be provided with GI woven wire mesh of aperture 5.45 mm
(with wire dia 0.90 mm) secured to EPS blocks with wire pins/clips. Horizontal
top surface to be provided with 20 mm thick cement concrete 1:2:4 (1 cement :
2 coarse sand : 4 graded stone aggregate upto 6mm chippings) and vertical
surface to be provided with 12mm cement plaster 1:4 (1 cement : 4 coarse
sand). The concrete/plastered surfaces so prepared shall be scratched with wire
brushes to form burrs, so as to act as base for flooring or veneering/panelling
to be done later as per approved design (which shall be paid for separately
complete as per direction of the Engineer-in-Charge.

26.83 Applying stamping finish to the top surface of freshly laid plain/ reinforced sqm 566.50
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 concrete for flooring is not included in this item which
shall be paid separately.)
 187

Item Code Description Unit Justified Rate

26.84 Supplying and laying of Uni-Axial Woven Polyster Geogrid conforming to MORTH
3100 and IRC113, as soil reinforcement/ basal reinforcement including
accessories like tie-strips, nuts & bolts and loops/lugs for joining reinforcing
elements with the facia pannels, overlaps and other protective elements for
synthetic geo-grids and all other activities required for reinforced soil walls,
slopes etc complete as per design requirements, manufacturer specifications
and as per direction of engineer-in- charge.

26.84.1 Uni Axial Woven polyster geogrid of minimum tensile strength 40KN/m in the sqm 194.20
Longitudinal direction and 20 KN/m in the Transverse direction.

26.84.2 Uni Axial Woven polyster geogrid of minimum tensile strength 60KN/m in the sqm 221.00
Longitudinal direction and 20 KN/m in the Transverse direction.

26.84.3 Uni Axial Woven polyster geogrid of minimum tensile strength 80 KN/m in the sqm 274.70
Longitudinal direction and 30 KN/m in the Transverse direction.

26.84.4 Uni Axial Woven polyster geogrid of minimum tensile strength 100KN/m in the sqm 313.70
Longitudinal direction and 30 KN/m in the Transverse direction.

26.84.5 Uni Axial Woven polyster geogrid of minimum tensile strength 120KN/m in the sqm 334.45
Longitudinal direction and 30 KN/m in the Transverse direction.

26.84.6 Uni Axial Woven polyster geogrid of minimum tensile strength 150KN/m in the sqm 413.70
Longitudinal direction and 30 KN/m in the Transverse direction.

26.84.7 Uni Axial Woven polyster geogrid of minimum tensile strength 200KN/m in the sqm 482.00
Longitudinal direction and 30 KN/m in the Transverse direction.

26.84.8 Uni Axial Woven polyster geogrid of minimum tensile strength 250KN/m in the sqm 583.25
Longitudinal direction and 30 KN/m in the Transverse direction.

26.84.9 Uni Axial Woven polyster geogrid of minimum tensile strength 300KN/m in the sqm 669.85
Longitudinal direction and 30 KN/m in the Transverse direction.

26.85 Supplying and laying of Bi-Axial Woven Polyster Geogrid conforming to MORTH
3100 and IRC113, as soil reinforcement/ basal reinforcement of granular road
base and sub base, area stalilization, track bed stabilization, load transfer
platforms Including accessories like 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 requirements, manufacturer specifications and as per
direction of engineer-in- charge.

26.85.1 Bi Axial Woven polyster geogrid of minimum tensile strength 20KN/m in both sqm 163.70
Longitudinal and Transverse direction.
26.85.2 Bi Axial Woven polyster geogrid of minimum tensile strength 40KN/m in both sqm 235.65
Longitudinal and Transverse direction.
26.85.3 Bi Axial Woven polyster geogrid of minimum tensile strength 60KN/m in both sqm 296.65
Longitudinal and Transverse direction.
 188

Item Code Description Unit Justified Rate

26.86 Providing and fixing factory made single extruded WPC (Wood Polymer
Composite) solid door/window/Clerestory Yvindows & 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 acceptable but no extra payment on this account shall be made.

26.86.1 Frame size 45x 70mm metre 552.40

26.86.2 Frame size 45 x 85 mm metre 726.65
26.86.3 Frame size 50 x 100 mm metre 744.05
26.86.4 Frame size 50 x 125 mm metre 848.60
26.86.5 Frame size 65 x 100 mm metre 871.80
26.86.6 Frame size 65 x 125 mm metre 1,086.70
26.86.7 Frame size 65 x 150 mm metre 1,289.95
26.87 Providing and fixing factory made single extruded WPC (Wood Polymer
Composite) solid plain flush door shutter of required size comprising of virgin
polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural
fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum
toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and
screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum
compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and
resistance to spread of flame of Class A category with property of being
termite/borer proof, water/moisture proof and fire retardant and fixing with
stainless steel butt hinges of required size with necessary full body threaded
star headed counter sunk S.S screws, all as per direction of Engineer-In-
Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be
paid separately)

26.87.1 30 mm thick sqm 3,438.40

26.87.2 35 mm thick sqm 3,961.05
26.88 Providing and fixing factory made single extruded WPC (Wood Polymer
Composite) solid decorative type flush door shutter of required size comprising
of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and
natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives
(maximum toxicity index of 12 for 100 gms) having minimum density of 650
kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge),
minimum compressive strength 50 N/ mm2, modulus of elasticity 850 N/mm2
and resistance to spread of flame of Class A category with property of being
termite/ borer proof, water/moisture proof and fire retardant. WPC to be
laminated with PVC foil of minimum 14 microns thick of approved design pasted
with hot melt adhesive on both faces of shutter and fixing with stainless steel
butt hinges of required size with necessary full body threaded star headed
counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note:
stainless steel butt hinges and necessary S.S screws shall be paid separately)

26.88.1 30 mm thick sqm 3,763.10

26.88.2 35 mm thick sqm 4,285.80
 189

Item Code Description Unit Justified Rate

26.89 Providing and fixing factory made single extruded WPC (Wood Polymer
Composite) solid board one side white color and other side of board laminted
with PVC foil of minimum 14 micron thickness of approved design pasted with
hot melt adhesive for cup boards, work stations and bathroom/kitchen cabinet
etc. of required sizes comprising of virgin polymer of K value 58-60
(Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice
husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for
100 gms) having minimum density of 650 kg/cum and screw withdrawal
strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50
N/ mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of
Class A category with property of being termite/ borer proof, water/moisture
proof and fire retardant and fixing with stainless steel piano hinges/soft close
clip on concealed hinges of required size with necessary full body threaded star
headed counter sunk S.S screws, all as per direction of Engineer-In- Charge.
(Note: stainless steel piano hinges/soft close clip on concealed hinges and
necessary S.S screws shall be paid separately)

26.89.1 18 mm thick sqm 2,362.15

26.89.2 25 mm thick sqm 3,070.65
26.90 Providing and fixing factory made single extruded WPC (Wood Polymer
Composite) solid plain white color board for backing of cup boards and
bathroom/kitchen cabinets etc. of required size comprising of virgin polymer of
K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood
powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity
index of 12 for 100 gms) having minimum density of 650 kg/cum and screw
withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive
strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread
of flame of Class A category with property of being termite/borer proof,
water/moisture proof and fire retardant and fixing with stainless steel screws
etc. all as per direction of Engineer-In- Charge. (Note: stainless steel screws
shall be paid separately)

26.90.1 6 mm thick sqm 858.45

26.90.2 12 mm thick sqm 1,346.25
26.91 Providing and fixing factory made 18 mm thick single extruded WPC (Wood sqm 2,726.10
Polymer Composite) solid plain white colour board Jali, CNC (Computer numeric
control) routed of approved design by Engineer-in -charge which are machine
cut for duct/ shaft covering, partitions and facades comprising of virgin polymer
of K value 58-60 (Suspension Grade), calcium corbonate and natural fibers
(wood powder/ rice husk/wheat husk) and non toxic additives(maximum
toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and
screw withdrawal strength of 1800 N (Face) minimum compressive strength 50
N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of
Class A category with properties of being termite/borer proof, water/moisture
proof and fire retardant and fixing on M.S (mild steel) frame made of 25 x 25 x
1.5 mm square hollow box section including applying a priming coat of
approved steel primer, placed at grid made at 1.0 x 1.0 m or as per
requirement at site with necessary stainless steel fasteners and SS screws etc.,
all complete as per direction of Engineer-In- Charge. (Note: M.S (mild steel)
framework with priming coat and necessary SS fasteners and SS screws shall
be paid separately.
 190

Item Code Description Unit Justified Rate

26.92 Providing and fixing of façade at all heights with extruded hollow Clay /
Terracotta ventilated rainscreen tiles of height 250/ 300/ 400mm and length of
595 mm of approved texture,design and pattern having Flexural Strength/
Modulus of Rupture of > 14 N/m² and maximum water absorption of 10%
tested as per ISO 10545-4:2004(E) and ISO 10545-3:1995 respectively in true
level fixed to a supporting aluminium framework(Alloy 6063 T5/T6) consisting
of vertical 'T' (for intermediates)/ 'L'(for ends/ termination)/ Tubular sections
(at corners)of size 80x60x2mm/ 40x60x2mm/ 40x40x2mm respectively, spaced
at maximum spacing of 600mm c/c matching to the tile vertical grid, and
horizontal aluminium 'C'-clamps of size 56x25x2mm thickness of length 150mm
at junction of tiles and of length 75mm at wall ends/ corners fixed on top of the
vertical sections at spacing of 250/ 300/ 400mm c/ c matching to the tile
horizontal grid with two numbers of self- drilling / self-tapping SS screws of size
5.5x25 mm with EPDM washers.The vertical 'T'/'L/ Tubular' sections shall be
fixed to the wall using HDG (hot-dip-galvanized) steel L-brackets (galvanizing
thickness of minimum 80 microns)of size 110x80x6 mm at intermediate vertical
aluminium profiles and of size 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 to be paid
26.92.1 separately.
With 16mm thickness (+/- 10%) terracotta tiles of grey colour sqm 4,760.00
26.92.2 With 16mm thickness (+/- 10%) terracotta tiles of other than grey colors sqm 4,563.05

26.93 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
1190mm 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- 4:20045 and ISO 10545-
3:1995 respectively in true level fixed to a supporting aluminium framework
(Alloy 6063 T5/T6) consisting of vertical ‘T’ (for intermediates) / ‘L’ (for ends/
termination)/ Tubular sections (at corners) of size 80x60x2mm/ 40x60x2mm/
40x40x2mm respectively, spaced at maximum spacing of 1200mm c/c
matching to the tile vertical grid and horizontal aluminium ‘C’ clamps of size
56x34x2mm thickness of length 150mm at junction of tiles and of length 75mm
at wall ends/ corners fixed on top of the vertical sections at spacing of
250/300/400mm c/c matching to the tile horizontal grid with

26.93.1 With 24mm thickness (+/- 10%) terracotta tiles of grey colour sqm 4,741.35
26.93.2 With 24mm thickness (+/- 10%) terracotta tiles of other than grey colors sqm 4,479.10
 191

Item Code Description Unit Justified Rate

26.94 Designing, shop fabricating, supplying , erecting, stripping and shifting of sqm 193.35
customized Modular Tunnel Formwork system for cast in-situ monolithic RCC
structures, using precision steel cubical formworks are molds with minimum
3mm thick hot rolled plain painted/hot dip galvanized M.S. sheets for panel in
contact area with necessary framing and allied accessories as per CPWD
specifications including transporting, storage, assembly, hoisting and placing in
position for supporting and holding the formwork in place till initial setting of
the concrete then stripping the formwork, propping to support horizontal
surface cleaning and oiling etc. for shifting to the next cycle, inclusive of all
labour, machines and T&P requirements taking all safety measures etc. as per
design and cycle programme all complete as per directions of the Engineer-in-
Charge. Design of Tunnel Formwork system shall be provided by concerned
service provider/vendor and the rate is inclusive of all the elements and all
operations for all heights.

26.95 Providing and installation of factory made Structural Stay in place form work
system with double faced panels for walls, single faced panels for roof/ floor
slabs, L-shaped single faced panels for corners, with necessary scaffolding,
struts, bracing etc_ Complete as per CPWD specification and directions of
the Engineer in Charge. Design of walls and other members to be provided by
the supplier & shall be duly vetted by any engineering institute of National
repute such as llTs, NITs etc. and nothing extra shall be payable on this
account (Additional steel reinforcement/dowels, design mix concrete of
specified grade, electrical and plumbing conduits insert for services and
plastering on either side of walls shall be paid for separately). Note:- This item
shall be adopted for building upto 0+3 Storeys only excluding seismic zone V.

26.95.1 Double panel of required thickness 1110mm & above) with minimum sqm 166.45
weight of panel as 11.05 kg per sqm for walls with corresponding corners and
jambs strips.
26.95.2 Single panel for slabs with minimum weight of panel as 4.05 kg/sqrn for walls sqm 391.45
with corresponding corners and jambs strips.
26.96 Providing and placing "Stay in Place PVC Wall formwork" made up of extruded
Unplasticised Poly Vinyl Chloride (uPVC) consisting of Main panel, 3 way
Connector, Starter Channel, Joint Panel, Connection Panels, Door/Window
frame/trim panels etc. all complete as per manufacturer design and for all
heights as per direction of Engineer-in-charge. (Note: Suitable for in fill walls
with appropriate Structural system).

26.96.1 125 mm wide Stay in Place PVC Wallform made of minimum 2.50 mm thick sqm 225.90
sections and minimum weight 21.97 kg /sqm of formwork.

26.96.2 165 mm wide Stay in Place PVC Wallform made of minimum 2.50 mm thick sqm 253.95
sections and minimum weight 29.00 kg /sqm of formwork.
 192

Item Code Description Unit Justified Rate

SOR for Horticulture works

For Ranchi
Item Code Description Unit Justified Rate
2 HORTICULTURE AND LANDSCAPING
2.1 Trenching in ordinary soil up to a depth of 60 cm including removal and cum 80.80
stacking of serviceable materials and then disposing of surplus soil, by
spreading and neatly levelling within a lead of 50 m and making up the
trenched area to proper levels by filling with earth or earth mixed with sludge
or / and manure before and after flooding trench with water (excluding cost of
imported earth, sludge or manure).

2.1C Earth work in surface excavation not exceeding 30 cm in depth but

exceeding1.5 m in width as well as 10 sqm on plan including disposal of
excavated earth up to 50 m and lift up to 1.5 m, as per directions of Engineer in
Incharge:
2.1C.1 All kinds of soil sqm 93.75
2.2 Supplying and stacking of good earth at site including royalty and carriage upto cum 544.60
5 km lead complete (earth measured in stacks will be reduced by 20% for
payment).
2.3 Supplying and stacking sludge at site including royalty and carriage upto 5 km cum 311.50
lead complete (sludge measured in stacks will be reduced by 8% for payment).

2.4 Supplying and stacking at site dump manure from approved source, including
carriage upto 5 km lead complete (manure measured in stacks will be reduced
by 8% for payment) :
2.4.1 Screened through sieve of I.S. designation 20 mm cum 274.20
2.4.2 Screened through sieve of I.S. designation 16 mm cum 312.00
2.4.3 Screened through sieve of I.S. designation 4.75 mm cum 342.25
2.5 Rough dressing the trenched ground including breaking clods. sqm 1.55
2.6 Uprooting weeds from the trenched area after 10 to 15 days of its flooding with sqm 5.05
water including disposal of uprooted vegetation.
2.6C 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 disposal of excavated earth, lead up to 50 m and lift up to
1.5 m,as per directions of Engineer in Incharge.

2.6C.1 All kinds of soil cum 178.40

2.7 Fine dressing of the ground. sqm 3.80
2.7C 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 disposal of excavated earth, lead up to 50 m and lift up to
1.5 m, as per directions of Engineer in Incharge.

2.7C.1 Ordinary rock. cum 356.60

2.8 Spreading of sludge, dump manure and/or good earth in required thickness as cum 54.20
per direction of officer-in-charge (cost of sludge, dump manure and/ or good
earth to be paid separately).
2.8C Earth work in excavation by mechanical means (Hydraulic excavator) / manual
means in foundation trenches or drains (not exceeding 1.5 m in width or 10
sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5
m, including getting out the excavated soil and disposal of surplus excavated
soil as directed, within a lead of 50 m.

2.8C.1 All kinds of soil cum 249.50

2.9 Mixing earth and sludge or manure in the required proportion specified or cum 37.80
directed by the Officer-in-charge
 193

Item Code Description Unit Justified Rate

2.10 Grassing with selection No. 1 Doob grass including watering and maintenance
of the lawn for 30 days or more till the grass forms a thick lawn, free from
weeds and fit for mowing including supplying good earth, if needed (the grass
and good earth shall be paid for separately).

2.10.1 In rows 5 cm apart in both directions sqm 18.30

2.10.2 With grass Turf sqm 13.80
2.11 Renovating lawns including weeding, cheeling the grass, forking the ground, top sqm 35.60
dressing with sludge or manure, mixing the same with forked soil, watering and
maintaining the lawn for 30 days or more till the grass forms a thick lawn free
from weeds and fit for mowing and disposal of rubbish as directed, including
supplying good earth if needed (the cost of sludge, manure and the good earth
shall be paid for separately).

2.12 Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, sqm 63.05
removing all weeds and other growth with roots by forking repeatedly, breaking
clods, rough dressing, flooding with water, uprooting fresh growths after 10 to
15 days and then fine dressing for planting new grass, including disposal of all
rubbish with all leads and lifts.

2.13 Preparation of beds for hedging and shrubbery by excavating 60 cm deep and cum 230.60
trenching the excavated base to a further depth of 30 cm, refilling the
excavated earth after breaking clods and mixing with sludge or manure in the
ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20%: one
part of stacked volume of sludge or manure after reduction by 8%), flooding
with water, filling with earth if necessary, watering and finally fine dressing,
leveling etc. including stacking and disposal of materials declared unserviceable
and surplus earth by spreading and leveling as directed, within a lead of 50 m,
lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for
separately)

2.14 Digging holes in ordinary soil and refilling the same with the excavated earth
mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked
volume of earth after reduction by 20% : 1 part of stacked volume of manure
after reduction by 8%) flooding with water, dressing including removal of
rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge
or extra good earth if needed to be paid for separately)

2.14.1 Holes 1.2 m dia and 1.2 m deep Each 352.10

2.14.2 Holes 90 cm dia, and 90 cm deep Each 150.20
2.14.3 Holes 60 cm dia, and 60 cm deep Each 45.95
2.14.4 Holes 45 cm dia, and 45 cm deep. Each 19.65
2.15 Half brick circular tree guard in bricks, internal diameter 1.25 metre and height
1.2 metre above ground and 0.20 m below ground, bottom two courses laid dry
and top three courses in cement mortar 1:6 (1 cement : 6 fine sand) and the
intermediate courses being in dry honey comb masonry as per design complete:

2.15.1 With common burnt clay F.P.S. (non modular) bricks of class designation 5.0 Each 1,658.20

2.16 Providing and fixing M.S. flat iron tree guard 60 cm dia and 2 m high, above Each 4,579.65
ground consisting 4 nos 25 x 6 mm, 2.25 m long and 8 nos 25 x 3 mm 2 m long
verticals M.S. flats, riveted to 3 nos 25 x 6 mm M.S. flat iron rings in two
halves, fixing together at site with required six numbers of 8 mm dia and 30
mm long bolts, including painting two coats with synthetic enamel paint of
approved brand and manufacture over a coat of primer. One name plate of 1
mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard
near the middle height and lettered CPWD / PWD/ any other approved name.
The tree guard shall be suitably fixed to the ground by embedding four legs of
tree guard in pits of suitable dia and to a depth of 25 cm, refilling the pits with
soil and ramming, complete in all respect as per satisfaction and direction of
Officer-in-charge.
 194

Item Code Description Unit Justified Rate

2.17 Making tree guard 53 cm dia and 1.3 m high as per design from empty coal tar
drums, supplied free by the department, including providing and fixing 2 nos
M.S. sheet rings 50 x 0.5 mm fixed with rivets complete in all respects including
painting inside and outside of tree guard with:

2.17.1 A coat of coal tar Each 364.05

2.17.2 Two or more coats of synthetic enamel paint of approved quality shade over a Each 579.40
priming coat
2.18 Making tree guard 53 cm dia and 2 m high as per design from empty coal tar
drums, supplied free by the department, including providing and fixing four legs
40 cm long of 30 x 3 mm M.S. flat riveted to tree guard and providing and
fixing 2 nos M.S. sheet rings 50 x 0.5 mm fixed with rivets complete in all
respects including painting inside and outside of tree guard with :

2.18.1 A coat of coal tar Each 643.00

2.18.2 Two or more coats of synthetic enamel paint of approved quality shade over a Each 975.00
priming coat
2.19 Edging with bricks laid dry length wise, including required excavation, refilling,
consolidating with hand packing and spreading surplus earth neatly within a
lead of 50 m :
2.19.1 Common burnt clay F.P.S (non modular) bricks of Class designation 7.5 Metre 40.55

2.20 Filling mixture of earth and sludge or manure in the desired proportion in Cum 18.90
trenches, flooding with water and leveling (cost of supplying earth and sludge
or manure and mixing excluded).
2.21 Excavation in dumped stones or malba including stacking of serviceable and Cum 529.30
unserviceable material separately and disposal of unserviceable material, lead
up to 50 m and lift up to 1.5 m, disposed material to be neatly dressed.

2.22 Excavation in bajri path including stacking of serviceable and unserviceable Cum 589.80
material separately, lead up to 50 m and lift up to 1.5 m, disposed material to
be neatly dressed.
2.23 Excavation in water bound macadam road including stacking the serviceable Cum 725.90
and unserviceable material, separately and disposal of unserviceable material,
lead up to 50 m and lift up to 1.5 m, disposed material to be neatly dressed.

2.24 Flooding the ground with water including making kiaries and dismantling the sqm 2.15
same.
2.25 Supplying and stacking of well decayed cattle manure at site including royalty Cum 497.35
and carriage upto 5 k.m.lead complete (Cattle manure measured in stacks will
reduced by 8% for Payment).
2.25C Filling available excavated earth (excluding rock) in trenches, plinth, sides of cum 223.15
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.

2.26 Providing and fixing M. S. tree guard 45 cm square in plan, height 1.20 metre Each 2,211.75
above ground level and 0.40 metre below ground level. The vertical members
shall consist of four nos. angle iron of size 25x25x3 mm, 1.6 m long, one at
each corner and 8 nos flat iron of size 25x3 mm, 1.2 m long. The vertical
mambers shall be welded to 4 nos. 25x6 mm M. S. flats placed horizontally
around the vertical member of the cage. One name plate of 1 mm thick M.S.
sheet of size 250x100 mm shall be welded to the tree guard near the middle
height and lettered CPWD/ PWD/ any other approved name. The tree guard
shall be fixed to the ground by making suitable holes and by embedding four
corners leg in the ground, including refilling the earth, compaction etc.
complete. The tree guard shall be painted with two or more coats of synthetic
enamel paint of approved brand and manufacture over a coat of primer,
complete in all respect.
 195

Item Code Description Unit Justified Rate

2.27 Providing and fixing M. S. tree guard 50 cm square in plan, height 1.40 metre Each 3,444.60
above ground level and 0.50 metre below ground level. The vertical members
shall consist of four nos of angle iron of size 25x25x5 mm 1.9 long, one at each
corner and 8 nos flat iron of size 25x5 mm 1.4 long. The vertical members shall
be welded to 4 nos 25x6 mm M. S. flats placed horizontally around the vertical
member of the cage. One name plate of 1 mm thick M.S. sheet of size 250x100
mm shall be welded to the tree guard near the middle height and lettered
CPWD / PWD/ any other approved name. The tree guard shall be fixed to the
ground by making suitable holes and by embedding four corners leg in the
ground, including refilling the earth, compaction etc. complete. The tree guard
shall be painted with two coats of paint of approved brand and manufacture
over a coat of primer, complete in all respect.

2.27C Supplying and spreading of sand in lawn area, including watering, and dressing cum 1,297.65
complete.
2.28 Preparation of mounds of various size and shape by available excavated / Cum 473.00
supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering
of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as
per direction of Officer-in-charge.

2.28C 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.
2.28C.1 All kinds of soil sqm 24.65
2.29 Providing Circular Cement Concrete pots of specified size, cast with cement
concrete of nominal mix 1:2:4 (1 cement: 2 coarse sand: 4 graded stone
aggregate 6 mm nominal size), reinforced with 7 Nos ( 3 nos horizontal & 4 nos
vertical “ U “ shape) M.S. wires of 3.5 mm dia as per design, including required
form work, finishing with cement punning on exposed surface, curing for
specified period and stacking in required rows & height, all complete as per
direction of Officer-in-charge.

2.29.1 Top inside dia 35 cm, outer bottom dia 25 cm, total height 35 cm with wall Each 217.85
thickness of 25.4 mm
2.29.2 Top inside dia 30 cm, outer bottom dia 20 cm, total height 30 cm with wall Each 179.80
thickness of 25.4 mm
2.29C Ploughing the existing ground to a depth of 15 cm to 25 cm and watering the
same.
2.29C.1 All kinds of soil sqm 25.05
2.30 Providing Circular Cement Concrete pots of specified size, cast with cement
concrete of nominal mix 1:2:4 (1 cement: 2 coarse sand: 4 graded stone
aggregate 6 mm nominal size), reinforced with 7 Nos ( 3 nos horizontal & 4 nos
vertical “ U “ shape) M.S. wires of 3.5 mm dia as per design, including required
form work, finishing with cement punning on exposed surface, curing for
specified period and stacking in required rows & height, all complete as per
direction of Officer-in-charge.

2.30.1 Top inside dia 30 cm, outer bottom dia 20 cm, total height 30 cm with wall Each 247.70
thickness of 25.4 mm
2.31 Filling of the following size empty pots with mixture of good earth & manure in
the ratio of 2:1 (Two part of Good earth & one port of manure) and placing
them on approprite place i/c carriage of earth, manure and pots up to 50 mtr,
as per direction of officer incharge. (The cost of good earth, earthen pots &
manure will be paid seperately.)

2.31.1 Size of Empty Pots 15cm Top dia, 8cm Bottom Dia & 15cm Perpendicular Each 7.90
height.
2.31.2 Size of Empty Pots 16cm Top dia, 12cm Bottom Dia & 14cm Perpendicular Each 8.05
height.
2.31.3 Size of Empty Pots 20cm Top dia, 10cm Bottom Dia & 20cm Perpendicular Each 11.75
height.
2.31.4 Size of Empty Pots 20cm Top dia, 12cm Bottom Dia & 20cm Perpendicular Each 12.25
height.
2.31.5 Size of Empty Pots 22cm Top dia, 16cm Bottom Dia & 23cm Perpendicular Each 19.65
height.
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Item Code Description Unit Justified Rate

2.31.6 Size of Empty Pots 25cm Top dia, 15cm Bottom Dia & 25cm Perpendicular Each 23.00
height.
2.31.7 Size of Empty Pots 35cm Top dia, 25cm Bottom Dia & 35cm Perpendicular Each 47.30
height.
2.31C Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees sqm 12.70
and saplings of girth up to 30 cm measured at a height of 1 m above ground
level and removal of rubbish up to a distance of 50 m outside the periphery of
the area cleared.
2.32 Filling of the Polythene bags by mixture of good earth and manuare in the ratio
of 2:1 (2 patrt of good earth and 1 part of the manure) and placing the same of
appropriate place (the good earth & manure Polythene bags will be provided by
the department) all complete as per direction of the Officer- in-charge.

2.32.1 Polythene bags size 12.5 cm dia x 17.5 cm height Each 1.80
2.32.2 Polythene bags size 15 cm dia x 20 cm height Each 4.20
2.32.3 Polythene bags size 20 cm dia x 25 cm height Each 9.30
2.32.4 Polythene bags size 20 cm dia x 30 cm height Each 11.00
2.32.5 Polythene bags size 25 cm dia x 35 cm height Each 20.15
2.32.6 Polythene bags size 30 cm dia x 30 cm height Each 24.85
2.32C Clearing grass and removal of the rubbish up to a distance of 50 m outside the sqm 6.45
periphery of the area cleared.
2.33 Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm Per Sqm 14,083.30
thickness of existing ground prepared with proper level and ramming with tools
wooden (Dhurmos) and than rolling the surface with light roller make the
surface smoothen and light waterning with sprinkler and maintenance for 30
days or more till the grass establish properly, as per direction of officer-in-
charge.
2.33C 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.

2.33C.1 Beyond 30 cm girth upto and including 60 cm girth each 384.80

2.33C.2 Beyond 60 cm girth upto and including 120 cm girth each 1,714.75
2.33C.3 Beyond 120 cm girth upto and including 240 cm girth each 7,959.30
2.33C.4 Above 240 cm girth each 15,945.15
2.34 Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm Per Sqm 13,956.40
thickness of existing ground prepared with proper level and ramming with
required tools wooden and than rolling the surface with light roller make the
surface smoothen and light watering the same maintenance for 30 days or
more till the grass establish properly,as per direction of officer in charge

2.35 Supplying & Stacking of Selection No.1 doob grass turf at site fresh & free from Per Sqm 50.80
weeds having proper roots in green including loading, unloading, carriage and
all taxes paid etc.and as per direction of officer in charge.

2.36 Cutting of Hedge/Edge including removing of cut material, cleaning, hoeing of Per Sqm 23.85
hedge/edge bed watering, manureing and applying insecticides and fungicides per month
etc.(excluding the cost of material which shall be supplied by the department)
and as per direction of officer in charge.

2.37 Cutting of designer hedge/edge removing of cut materials, cleaning, hoeing of Per Sqm 47.70
hedge/edge bed watering manure and applying insecticides and fungicides per month
etc.(excluding the cost of material which shall be supplied by the department)
and as per direction of officer in charge

2.38 Topiary cutting/shapping of plant removing of cut materials, cleaning, hoeing of

plants complete design hoeing of trees (Topiary) watering manure
etc.(excluding the cost of material which shall be supplied by the department)
and as per direction of officer in charge.

2.38.1 Height of Topiary upto 120 cm. per plant 88.65

per month
2.38.2 Height of Topiary above 120 cm. Per plant 111.45
per month
 197

Item Code Description Unit Justified Rate

2.39 Complete maintenance of the entire garden features having as per yard stick in
the garden area i.e. lawn trees, shrubs, edge, flower beds, foliages, creepers
etc. including hoeing,weeding pruning replacement of plants, gap filling,
watering, mowing of lawn, grass cutting by lawn mover and brush cutter,
removal of garden waste, applying insecticide, pesticide & fertilizers(whenever
required) top dressing of lawn with good earth and menure and maintenance of
other garden related works as directed by office-in-charge (Cost of Good Earth,
Manure, Fertilizer, Insecticide, Pesticide, lawn mover and brush cutter with fuel
& other T & P material/ articles shall be provided by the department.)

2.39.1 Prestigious works / Rajpath/C Hexagon (1Mali for 1.00 Acre) Per Sqm/ 4.85
per Month
2.39.2 Permanent office accommodation. (1Mali for 1.25 Acre) Per Sqm/ 3.90
per Month
2.39.3 Flats. (1Mali for 1.35 Acre) Per Sqm/ 3.60
per Month
2.39.4 MPs accommodation and Govt. officers bungalows. (1Mali for 1.25 Acre) Per Sqm/ 3.90
per Month
2.39.5 Play grounds / Public parks (1Mali for 2.00Acre). Per Sqm/ 2.45
per Month
2.39.6 Open spaces (1Mali for 3.00 Acre). Per Sqm/ 1.60
per Month
2.39.7 H.M. House & Officers entitled to free accommodation (1Mali for 0.75 Acre). Per Sqm/ 6.50
per Month
2.40 Complete maintenance of the entire garden features having as per yard stick in
the garden area i.e. lawn trees, shrubs, herbs, edge, flower beds, foliages,
creepers etc. including hoeing,weeding, pruning, replacement of plants, gap
filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter,
removal of garden waste, applying insecticide, pesticide & fertilizers(whenever
required) top dressing of lawn with good earth and manure and maintenance of
other garden related works as directed by office-in-charge (Cost of Good Earth,
Manure, Fertilizer, Insecticide, Pesticide will be provided by the Department &
lawn mover and brush cutter with fuel and other T & P material/articles shall be
provided by the contractor.) and as per direction of officer in charge.

2.40.1 Prestigious works / Rajpath/C Hexagon (1Mali for 1.00Acre) Per Sqm/ 5.00
per Month
2.40.2 Permanent office accommodation.(1Mali for 1.25Acre) Per Sqm/ 4.00
per Month
2.40.3 Flats.(1Mali for 1.35Acre) Per Sqm/ 3.70
per Month
2.40.4 MPs accommodation and Govt. officers bungalows. (1Mali for 1.25 Acre) Per Sqm/ 4.00
per Month
2.40.5 Play grounds / Public parks (1Mali for 2.00Acre). Per Sqm 2.50
per Month
2.40.6 Open spaces(1Mali for 3.00Acre). Per Sqm/ 1.65
per Month
2.40.7 H.M. house & officers entitled to free accomodation (1 mali for 0.75Acre) Per Sqm/ 6.65
per Month
2.41 Maintenance of Kitchen garden including preparation of beds manuring/ Per Sqm/ 11.10
fertigation weeding hoeing watering planting of vegitable seeds including per Month
spraying of insecticide and pesticide and Harvesting. (Note:-Only Good Earth,
Manure, Fertilizer, Insecticide & Pesticide will be provided by the Department
and other T & P material/articles shall be provided by the contractor) and as per
direction of officer in charge

2.42 Complete maintenance of trees (Out side garden features), jobs like making of
basin at regular interval i/c watering, weeding, pruning & application of
fertilizer etc, (excluding the cost of material which shall be supplied by the
department and other T & P material/articles shall be provided by the
contractor) and as per direction of officer in charge.

2.42.1 Trees for 250 no/(up to 4 & up to 3 year Slow & Fast growing group) Per Plant/ 78.65
per Month
 198

Item Code Description Unit Justified Rate

2.42.2 Trees for 300 no/ (4-8 & 5-6 year Slow & Fast growing group) Per Plant/ 65.55
per Month
2.42.3 Trees for 1200 no (beyond 8 year Slow & beyond 6 Fast growing group) Per Plant/ 16.40
per Month
2.43 Complete maintenance of shrubs (Out side garden features), jobs like making Per Plant/ 39.30
of basin at regular interval i/c watering, weeding, pruning & application of per Month
fertilizer etc, (excluding the cost of material which shall be supplied by the
department) and as per direction of officer in charge.

2.44 Maintenance of Potted Plants at Nursery in Earthen pot including resetting/ Per Pot / 9.85
displaying at Nursery, inculding watering, weeding, hoeing, colouring, Per Month
transplanting the damaged pots and disposal of generated garbage at specified
place as per direction of officer-in-charge. (Note:-Good earth, manure,
fertilizer, insecticide & pesticide will be provided by the department) (Earthen
pot 2000 nos)

2.45 Maintenance of earthen potted plants in displayed at ground floor only in Per Pot / 26.20
bungalow,office complex including application of good earth, manure,
insecticide, pesticide and fertilizer, removing of dry parts by pruning, cleaning
dry leaves and displaying in appropriate place and replacement of broken pots
coloring of pots and change of location of pots and replacing with fresh plants
as and when required ( Materials provided by the department) as per direction
of officer in charge (For Earthen pot 750 Nos) Per Month

2.46 Maintenance of cement potted plants at ground floor in flats and ground floor Per Pot / 65.55
bungalow,office complex including application of good earth, manure, Per Month
insecticide, pesticide and fertilizer, removing of dry parts by pruning, cleaning
dry leaves and displaying in appropriate place and replacement of broken pots
coloring of pots and change of location of pots and replacing with fresh plants
as and when required ( Materials provided by the department) as per direction
of officer in charge (For of Cement pots 300 no)

2.47 Maintenance of earthen potted plants in displayed at multi storied office Per Pot / 78.65
buildings,flats and ground floor bungalow,office complex including application of Per Month
good earth, manure, insecticide, pesticide and fertilizer, removing of dry parts
by pruning, cleaning dry leaves and displaying in appropriate place and
replacement of broken pots coloring of pots and change of location of pots and
replacing with fresh plants as and when required ( Materials provided by the
department) as per direction of officer in charge (For Earthen pots 250 no)

2.48 Weeding out of lawn by removal of all weeds and other wild growth with roots
by forking including disposal of garden rubbish with all loads and lifts complete
if top dressing requried (cost of manure, sludge or extra good earth to be paid
for separately) as per direction and satisfaction of officer in charge

2.48.1 Where weeds upto 50% Per Sqm 25.60

2.48.2 Where weeds upto 25% Per Sqm 12.80
2.49 Supplying of floral foam brick premium quality high density (oasis or Per Box 645.00
equivalent) proper packing box (one Box containing 20 bricks of size 22.5 cm x
10.5 cm x 7.5 cm) at site of work including loading, unloading,carriage with all
taxes paid etc.and as per direction of officer in charge.

2.50 Providing & fixing of White River (Stone) Pebbles size of 2" to 2.50" dia in Per Qtl. 615.85
natural colour at site of work including loading, unloading, carriage and all
taxes paid etc.and as per direction of officer in charge.

2.51 Arranging of cut flower in flower vases and display the same in a presentable
manner including cleaning of vases and replacement of water etc. complate
(Cost of Cut flowers will be paid separately) as per direction of officer in charge

2.51.1 For 3 to 6 spike Per Flower 12.60

vase
2.51.2 For 7 to 12 spike Per Flower 15.75
vase
2.51.3 For 15 to 20 spike Per Flower 23.65
vase
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Item Code Description Unit Justified Rate

2.51.4 For above 20 spike Per Flower 31.50
vase
2.52 Stage Decoration with arrangement of cut flower height 15 cm to 75 cm with 6 Per Metre 189.05
to 8 Row of flower and fillers on the oasis in presentable manner in the tray as Length
per design approved by authority including clearing of site (Cost of Tray, Oasis
and Cut flowers will be paid separately) as per direction of officer in charge

2.53 Providing and wartering of irrigation water through water tanker of Horticulture Per Trip 975.80
features i.e. lawn, tree, shrubs, hedge/edge, ground cover etc. at the site of
work. Water tanker having 5000 lit. capacity with one labour for watering i/c
cost of water, filling of tanker, wartering at site with all leads and lifts as per
direction of officer-in-charge.

2.54 Anti termite treatment by digging holes 30 cm deep and 4 cm dia, 6 to 7 holes Each Tree 51.70
around the tree using chemical emulsion at the rate of 1.5 liter per hole in two
time or more application to get the trees free from termite infection chemicals
used Chlorpyriphos 20% EC in the ratio of 1% concentration and as per
direction of officer-in-charge.

2.55 Providing and applying anti termite treatment of infected trees i/c all Each Tree 61.20
branches/leaves by spraying chemical emulsion 0.5% (Chlorpyriphos 20% EC)
concentration through power spray machine (@ 100 ml Chlorpyriphos per tree
i/c cost of chemical) and as per direction of officer-in-charge.and as per
direction of officer-in-charge.

2.56 Anti termite treatment of lawn area through premise 30.50% I P. one liter Per sqm 7.60
premise diluted in 499 liters water and applying solution @ 1.00 litre solution
per sqm lawn or bed area.(two application) i/c cost of chemical)and as per
direction of officer-in-charge.and as per direction of officer-in-charge.

2.57 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of
unserveiceable material’s as per direction of officer in charge (excluding cast of
plant & water)
2.57.1 Trees Plant Each 7.55
2.57.2 Shrubs Plant Each 3.80
2.57.3 Hedge Plant /Ground cover Each 2.50
2.58 Providing and fixing of Tuflex Garden fencing Hexagonal net/or equivalent of Sqm. 202.45
green colour having contents ( Weight grams/sqm. 510 (+/- 8%)) in width of
60 cm. with bamboo of 90 cm. length. The bamboo should be painted with
green colour paint of approved brand and manufacture (two or more coats) and
fixed 30 cm. below ground level and 60 cm. above ground level at a distance of
1.50 mtrs. The net and bamboo should be binded with 2 mm. G.I. Wire at three
places properly as per direction of Engineer-in-charge.

2.59 Cleaning and Sweeping of Lawn / Garden area and keep it neat and clean by
mechanized method / manually, remove litter,debries, picking of leaves,
papers, plastic bottles etc. including disposal of collected waste in dustbin/
designated place, as per direction of officer -in- charge (All T & P, materials/
articles shall be provided by the contractor.)

2.59.1 For Prestigious Area Sqm. 3.35

2.59.2 For Other Prime Area Sqm. 2.90
2.60 Removal of garden waste by TATA 407 or equivalent including loading/ Per Trip 437.05
unloading and carriage upto 1 km lead,complete disposal upto designated place
as per direction of officer-in-charge .
2.61 Pruning, trimming, shaping of trees /shrubs (ht 15 feet and above) i/c removal Per tree 96.60
of cut materials upto 50mt. Lead, as per direction of officer in charge. T&P shall
be arranged by the contractor.
3 FOLIAGE AND SHADE LOVING PLANTS
3.1 Providing and displaying of Aglaonema Butterfly having ht.30 cm 10 to 12 fresh, Each 184.50
healthy and attractive colorful leaves, well developed in 25 cm size Earthen
pot/Plastic pot & as per direction of the officer-in-charge.
 200

Item Code Description Unit Justified Rate

3.2 Providing and displaying of Aglaonema Ice ht.25 cm having 10 to 12 fresh, Each 184.50
healthy and attractive colorful leaves, well developed in 25 cm size Earthen
pot/Plastic pot & as per direction of the officer-in-charge.

3.3 Providing and displaying of Aglaonema Parrot Jungle (three in one), having ht. Each 67.65
30 cm and above with 20 to 25 leaves, well developed, fresh & healthy in 25 cm
size of Earthen pot/Plastic pot & as per direction of the officer- in-charge.

3.4 Providing and displaying of Aglaonema Dove variety having ht. 30 cm to 45 cm Each 87.15
with 8 to 10 leaves, well developed, fresh and healthy in 25 cm size of Earthen
pot/Plastic pot & as per direction of the officer-in-charge.

3.5 Providing and displaying of Aglaonema Pseudo-bractatum s, having ht. 30 cm Each 87.15
and above with 3 to 4 suckers & 20 to 25 leaves, well developed, fresh and
healthy in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-
in-charge.
3.6 Providing and Displaying of Aglaonema Sam plant ht.30 cm well developed Each 307.50
three in one, having 18 to 20 fresh, healthy and attractive colorful leaves in 35
cm size Earthen pot/Chali/Tray & as per direction of the officer-in-charge.

3.7 Providing and displaying of Aglaonema Snow-White hybrid (three in one), Each 217.30
having ht. 30 cm & above with 6 to 8 leaves, bright colour, well developed,
fresh and healthy in 25 cm size of Earthen pot/Plastic pot. (Specimen ) & as per
direction of the officer-in-charge.

3.8 Providing and displaying of Aglaonema Silver Queen having 30 cm to 45 cm. ht. Each 161.95
with 12 to 15 leaves, multi suckers, fresh and healthy leaves, well developed in
25 cm dia Earthen pot/Plastic pot & as per direction of the officer-in-charge.

3.9 Providing and displaying of Aglaonema ernesto (three in one), having ht. 45 cm Each 188.60
& above with 12 to 15 leaves, well developed, fresh and healthy in 25 cm size
of Earthen pot/Plastic pot.& as per direction of the officer-in-charge.

3.10 Providing and displaying of Aglaonema marentifolium variety having ht. 23 cm Each 67.65
to 30 cm with 8 to 10 leaves, well developed, fresh and healthy with colorful
leaves in 20 cm size of Earthen pot/Plastic pot. & as per direction of the officer-
in-charge.
3.11 Providing and displaying of Aglaonema modestum having ht. 23 cm to 30 cm Each 67.65
with 3 to 4 suckers & 15 to 20 leaves, well developed, fresh and healthy in 25
cm size of Earthen pot/Plastic pot. & as per direction of the officer-in-charge.

3.12 Providing and displaying of Aglaonema nitida having ht. 30 cm to 45 cm with 8 Each 161.95
to 10 leaves, well developed, fresh and healthy with attractive leaves in 25 cm
size of Earthen pot/Plastic pot.& as per direction of the officer-in-charge.

3.13 Providing and displaying of Araucaria cookie having ht. 60 cm to 75 cm, Each 188.60
straight, well developed, fresh and healthy with lush green leaves from bottom
to top in 20 cm size of Earthen pot/Plastic pot. & as per direction of the officer-
in-charge.
3.14 Providing and displaying of Araucaria cookie having ht. 75 cm to 90 cm, Each 215.25
straight, well developed, fresh and healthy with lush green leaves from bottom
to top in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-
charge.
3.15 Providing and Displaying of Araucaria cookie having ht. 90 cm to 120 cm, Each 256.25
straight, well developed, fresh and healthy with lush green leaves from bottom
to top in 25 cm size of earthen pot/plastic pot
3.16 Providing and displaying of Araucaria cookie having ht. 1.20 m to 1.35 m, Each 377.20
straight, well developed, fresh and healthy with lush green leaves from bottom
to top in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-
charge.
3.17 Providing and displaying of Araucaria cookie having ht. 1.80 m to 1.95 m, Each 563.75
straight, well developed, fresh and healthy with lush green leaves from bottom
to top in 30 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-
charge.
3.18 Providing and displaying of Areca Palm having ht. 90 cm to 1.20 m with 4 to 5 Each 157.85
suckers, well developed, fresh and healthy with lush green foliage in 25 cm size
of Earthen pot/Plastic pot & as per direction of the officer-in-charge.
 201

Item Code Description Unit Justified Rate

3.19 Providing and displaying of Areca Palm having ht. 1.20 m to 1.50 m with 5 to 6 Each 169.15
suckers, well developed, fresh and healthy with lush green foliage in 25 cm size
of Earthen pot/Plastic pot & as per direction of the officer-in-charge.

3.20 Providing and displaying of Areca palm having ht. 1.50 m to 1.80 m with 6 to 8 Each 193.75
suckers, well developed, fresh and healthy with lush green foliage in 25 cm size
of Earthen pot/Plastic pot & as per direction of the officer-in-charge.

3.21 Providing and displaying of Areca Palm having ht. 1.80 m to 2.10 m with 8 to Each 349.55
10 suckers, well developed, fresh and healthy with lush green foliage in 30 cm
size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.

3.22 Providing and displaying of Areca Palm having ht. 2.40 m to 2.70 m with 12 to Each 592.45
14 suckers, well developed, fresh and healthy with lush green foliage in 35 cm
size of Bucket type cement pots & as per direction of the officer-in-charge.

3.23 Providing and displaying of Brassia Variegated having ht. 30 cm, well developed Each 75.85
with fresh and healthy foliage in 20 cm size of Earthen pot/ Plastic pot & as per
direction of the officer-in-charge.
3.24 Providing and displaying of Brassia Variegated having ht. 30 cm to 45 cm, well Each 118.90
developed with fresh and healthy foliage in 25 cm size of Earthen pot /Plastic
pot. & as per direction of the officer-in-charge.

3.25 Providing and Displaying of Brassia hicolour 3 in 1 well developed with fresh, Each 128.15
healthy from bottom to top with 30 cm to 45 cm ht. in 25 cm size Plastic
pot/Earthen pot
3.26 Providing and displaying of Chamaedorea elegans palm having ht. 60 cm to 75 Each 107.65
cm, well developed with fresh and healthy leaves in 25 cm size of Earthen
pot/Plastic pot. & as per direction of the officer-in-charge.

3.27 Providing and displaying of Croton Challenger variety having ht. 30cm and Each 45.10
above, well developed with full of fresh and healthy leaves in 20 cm size of
Earthen pot/Plastic pot & as per direction of the officer-in-charge.

3.28 Providing and displaying of Croton baby golden variety having ht.30 cm and Each 41.00
above, well developed with full of fresh and healthy leaves in 20 cm size of
Earthen pot/Plastic pot & as per direction of the officer-in-charge.

3.29 Providing and displaying of Croton Baby Golden Punctatum Aureum having ht. Each 33.85
23 cm to 30 cm, well developed with fresh and healthy foliage in 15 cm size of
Earthen pot/Plastic pot. as per direction of the officer-in-charge.

3.30 Providing and displaying of Croton Golden having ht. 45 cm to 60 cm with 2 to Each 56.40
3 branches, well developed, fresh and healthy foliage in 25 cm size of Earthen
pot/Plastic pot as per direction of the officer-in-charge.

3.31 Providing and displaying of Croton Baby Golden (three in one), having ht. Each 85.10
30cm, multi branches, well developed with fresh and healthy foliage in 25 cm
size of Earthen pot/Plastic pot. as per direction of the officer-in-charge.

3.32 Providing and displaying of Croton golden (Broad Leaves) having ht. 60 cm to Each 56.40
75 cm with 3 to 4 branches, well developed, fresh and healthy leaves in 25 cm
size of Earthen pot/Plastic pot. & as per direction of the officer-in-charge.

3.33 Providing and displaying of Croton Golden specimen having ht. 90 cm to 1.05 Each 172.20
cm with 5 to 6 branches, well developed, fresh and healthy foliage in 30 cm size
of Earthen pot/Plastic pot as per direction of the officer-in-charge.

3.34 Providing and displaying of Croton Duck foot (Elite) having ht. 45 cm and above Each 112.75
with 3 to 4 branches, well developed, fresh and healthy leaves in 25 cm size of
Earthen pot/Plastic pot. & as per direction of the officer-in-charge.

3.35 Providing and displaying of Croton Duck Foot (Elite) having ht. 60 cm to 75 cm Each 322.90
with 4 to 5 branches, well developed, fresh and healthy colorful leaves in 25 cm
size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.
 202

Item Code Description Unit Justified Rate

3.36 Providing and displaying of Croton Petra Bangalore variety having ht 45 cm & Each 117.90
above, well developed with fresh and healthy leaves in 20 cm size of Earthen
pot/Plastic pot. & as per direction of the officer-in-charge.

3.37 Providing and displaying of Croton Petra having ht. 45 cm & above with 2 to 3 Each 123.00
branches, well developed, fresh and healthy leaves in 25 cm size of Earthen
pot/Plastic pot. & as per direction of the officer-in-charge.

3.38 Providing and displaying of Croton Petra Bangalore variety having ht. 60 cm to Each 344.40
75 cm with 4 to 6 branches, well developed, fresh and healthy colorful leaves in
25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.

3.39 Providing and displaying of Croton Petra Bangalore (Specimen ) variety having Each 538.15
ht. 60 cm to 75 cm with 4 to 6 branches, well developed, fresh & healthy
foliage approximately 60-65 leaves in 30 cm size of Earthen pot/ Plastic pot &
as per direction of the officer-in-charge.

3.40 Providing and displaying of Dieffenbachia Tropic-snow having ht. 60 cm & above Each 78.95
with 8 - 10 leaves, well developed, fresh & healthy in 25 cm size of Earthen
pot/Plastic pot & as per direction of the officer-in-charge.

3.41 Providing and displaying of Dieffenbachia Mosaic having ht. 30cm to 45 cm with Each 78.95
10-12 leaves, well developed, fresh and healthy in 25 cm size of Earthen
pot/Plastic pot. & as per direction of the officer-in-charge.

3.42 Providing and displaying of Dieffenbachia Maculata having ht. 45 cm to 60 cm Each 150.70
with 5 and above leaves, well developed, fresh and healthy & attractive
variegated foliage in 25 cm size of Earthen pot/Plastic pot & as per direction of
the officer-in-charge.
3.43 Providing and Displaying of Dieffenbachia superba, well developed, with 10-12 Each 164.00
fresh, healthy and attractive leaves 45 cm to 60 cm ht. in 25 cm size Earthen
pot/Plastic pot & as per direction of the officer-in-charge.

3.44 Providing and displaying of Dracaena Song of India (three in one), having ht. 30 Each 112.75
cm and above, multibranched, well developed with fresh and healthy leaves in
25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.

3.45 Providing and displaying of Dracaena song of India specimen (three in one), Each 141.45
having ht. 60 cm & above, well developed, fresh and healthy with good foliage
in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-
charge.
3.46 Providing and displaying of Dracaena Song of India Green (three in one), having Each 45.10
ht. 30 cm, well developed, fresh & healthy, lush green foliage from bottom to
top in 20 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-
charge.
3.47 Providing and displaying of Dracaena Song of India variegated having ht. 30 cm Each 45.10
to 45 cm, well developed, fresh & healthy foliage with bright leaves in 20 cm
size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.

3.48 Providing and displaying of Dracaena Kedarnath having ht. 30 cm & above, well Each 45.10
developed with good colorful foliage in 20 cm size of Earthen pot/ Plastic pot. &
as per direction of the officer-in-charge.
3.49 Providing and displaying of Dracaena Marginata having ht. 30 cm to 45 cm with Each 47.15
colorful leaves, fresh and healthy in 20 cm size of Earthen pot/Plastic pot & as
per direction of the officer-in-charge.
3.50 Providing and displaying of Dracaena mahatma having ht. 30 cm to 45 cm, well Each 45.10
developed, fresh and healthy foliage in 20 cm size of Earthen pot/ Plastic pot &
as per direction of the officer-in-charge.
3.51 Providing and Displaying of Dracaena pendanus, well developed, having 6 to 8 Each 184.50
suckers with healthy foliage in 25 cm size Earthen pot/Plastic pot & as per
direction of the officer-in-charge.
3.52 Providing and displaying of Dracaena rosea having ht. 30 cm & above with 8 Each 45.10
to10 leaves, well developed, fresh and healthy in 20 cm size of Earthen
pot/Plastic pot & as per direction of the officer-in-charge.
 203

Item Code Description Unit Justified Rate

3.53 Providing and displaying of Dracaena Victoria having ht. 30 cm & above, well Each 59.45
developed with full of leaves, fresh and healthy in 25 cm size of Earthen
pot/Plastic pot & as per direction of the officer-in-charge.

3.54 Providing and displaying of Dracaena fragrans”Massangeana’’ having ht. 30 cm Each 59.45
& above with full of leaves, well developed, fresh and healthy in 25 cm size of
Earthen pot/Plastic pot & as per direction of the officer-in-charge.

3.55 Providing and displaying of Dracaena warneckii having ht. 30 cm to 45 cm. with Each 56.40
good colour foliage, well developed, fresh and healthy in 20 cm size of Earthen
pot/Plastic pot & as per direction of the officer-in-charge.

3.56 Providing and displaying of Livistona palm having ht. 30 cm to 45 cm, well Each 86.10
developed with 5 to 6 leaves, fresh & healthy foliage in 25 cm size of Earthen
pot/Plastic pot as per direction of the officer-in-charge.

3.57 Providing and displaying of Livistona palm having ht. 60 cm to 75 cm, well Each 215.25
developed with 8 to 10 leaves, fresh & healthy foliage in 30 cm size of Earthen
pot/Plastic pot. as per direction of the officer-in-charge.

3.58 Providing and displaying of Monestaria mounted on moss stick 90 cm ht., 2 to 3 Each 215.25
in one pot well developed with fresh & healthy foliage in 25 cm size of Earthen
pot/Plastic pot & as per direction of the officer-in-charge.

3.59 Providing and displaying of Money Broad Leaves mounted on moss stick 90 cm Each 184.50
ht., 3 to 4 s in each pot, well developed with full of fresh & healthy leaves in
size of 25 cm Top dia x 18 cm Bottom dia x 25 cm Perpendicular height Earthen
pot/Plastic pot. & as per direction of the officer-in-charge.

3.60 Providing and displaying of Money Broad Leaves mounted on moss stick 1.20 m Each 246.00
ht., 5 to 6 s in each pot, well developed with full of fresh & healthy leaves in
size of 25 cm Top dia x 18 cm Bottom dia x 25 cm Perpendicular height Earthen
pot/Plastic pot & as per direction of the officer-in-charge.

3.61 Providing and displaying of Money Golden leaves mounted on moss stick 90cm Each 184.50
ht., having 3 s at equal distance, well developed with full of fresh, shinning and
healthy leaves from bottom to top in 25 cm size of Earthen pot/Plastic pot & as
per direction of the officer-in-charge.

3.62 Providing and displaying of Philodendron Burgundy mounted on moss stick 90 Each 258.30
cm ht., well developed with full of fresh & healthy leaves from bottom to top in
25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.

3.63 Providing and displaying of Philodendron emerald red colour mounted on moss Each 377.20
stick 90 cm ht., having 3 s placed at equal distance, well developed with full of
fresh & healthy leaves in 25 cm size of Earthen pot/Plastic pot & as per
direction of the officer-in-charge.

3.64 Providing and displaying of Philodendron Envy mounted on moss stick 90 cm Each 430.50
ht., well developed with full of fresh & healthy leaves in 30 cm size of Earthen
pot/Plastic pot & as per direction of the officer-in-charge.

3.65 Providing and displaying of Philodendron Oxicodium mounted on moss stick 90 Each 161.95
cm ht., having 3 s placed at equal distance, well developed with full of fresh &
healthy leaves in 25 cm size of Earthen pot/Plastic pot & as per direction of the
officer-in-charge.
3.66 Providing and displaying of Philodendron Oxicodium Golden Colour Mounted on Each 172.20
moss stick 90 cm ht., having 3 s placed at equal distance, well developed with
full of fresh & healthy leaves in 25 cm Top dia x 18 cm Bottom dia x 25 cm
Perpendicular height Earthen pot/Plastic pot & as per direction of the officer-in-
charge.
3.67 Providing and displaying of Philodendron Oxicodium Golden Colour Mounted on Each 233.70
moss stick 1.20 m ht., having 3 to 4 s placed at equal distance, well developed
with full of fresh & healthy leaves in 25 cm size of Earthen pot/ Plastic pot & as
per direction of the officer-in-charge.
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Item Code Description Unit Justified Rate

3.68 Providing and displaying of Philodendron Oxicodium mounted on moss stick Each 246.00
1.20 m ht., having 3 s placed at equal distance, well developed with full of fresh
& healthy leaves in 25 cm size of Earthen pot/Plastic pot & as per direction of
the officer-in-charge.
3.69 Providing and displaying of Philodendron selloum having ht. 30 cm to 45 cm Each 161.95
with 8 to 10 leaves, well developed, fresh and healthy foliage in 25 cm size of
Earthen pot/Plastic pot & as per direction of the officer-in-charge.

3.70 Providing and displaying of Philodendron selloum having ht. 45 cm to 60 cm Each 215.25
with 12 to 16 leaves, well developed, fresh and healthy foliage in 30 cm size of
Earthen pot/Plastic pot & as per direction of the officer-in-charge.

3.71 Providing and displaying of Philodendron Ceylon gold having ht. 30 cm to 45 cm Each 191.70
with 8 to10 leaves, well developed, fresh & healthy bright colour leaves in 15
cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.

3.72 Providing and displaying of Philodendron Xanadu having 15 to 20 leaves, well Each 183.50
developed with full of fresh & healthy leaves in 25 cm size of Earthen
pot/Plastic pot & as per direction of the officer-in-charge.

3.73 Providing and displaying of Philodendron moonlight having ht. 30 cm to 45 cm Each 205.00
with 10 to 12 leaves, well developed, fresh & healthy bright colour leaves in 25
cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.

3.74 Providing and displaying of Phoenix palm having ht. 75 cm to 90 cm with 10 to Each 215.25
15 or more leaves, well developed, fresh and healthy in 25 cm size of Earthen
pot/Plastic pot & as per direction of the officer-in-charge.

3.75 Providing and displaying of Raphes palm having ht. 45 cm to 60 cm with 5 to 7 Each 184.50
suckers, well developed, full of fresh and healthy leaves in 25 cm size of
Earthen pot/Plastic pot & as per direction of the officer-in-charge.

3.76 Providing and displaying of Raphis palm having ht. 75 cm to 90 cm with 12 to Each 322.90
15 equal suckers, well developed, full of fresh & healthy leaves from bottom to
top in 25 cm size Earthen pot/Plastic pot & as per direction of the officer-in-
charge.
3.77 Providing and displaying of Raphis Palm having ht. 75 cm to 90 cm with 15 to Each 353.65
18 equal suckers, well developed, full of fresh and healthy leaves from bottom
to top in 35 cm PVC Pots/C.Pots & as per direction of the officer-in-charge.

3.78 Providing and displaying of Raphis palm specimen having ht. 1.50 m to 1.65 m Each 530.95
with 40 to 50 lush green suckers, well developed, fresh & healthy foliage leaves
in 40 cm size of Earthen Pot/Chali/Tray & as per direction of the officer-in-
charge.
3.79 Providing and Displaying of Rubber black variety, well developed, having 45 to Each 92.25
60 cm ht.with fresh, healthy leaves in 25 cm size Earthen pot/Plastic pot as per
direction of officer-in-charge.& as per direction of the officer-in-charge.

3.80 Providing and Displaying of Rubber variegated, well developed, having 45 to 60 Each 153.75
cm ht.with fresh, healthy leaves in 25 cm size Earthen pot/Plastic pot & as per
direction of the officer-in-charge.
3.81 Providing and displaying of Seaforthia Palm having ht. 90 cm to 1.20 m with 6- Each 358.75
8 suckers, well developed, fresh and healthy lush green leaves from bottom to
top in 20 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-
charge.
3.82 Providing and displaying of Seaforthia Palm having ht. 1.20 m. to 1.50 m. with Each 394.65
8-10 suckers, well developed, fresh and healthy lush green leaves from bottom
to top in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-
charge.
3.83 Providing and displaying of Seaforthia Palm having ht. 1.50 m to 1.80 m with Each 507.40
12-15 suckers, well developed, fresh and healthy lush green leaves from
bottom to top in 30 cm size of Earthen pot/Plastic pot & as per direction of the
officer-in-charge.
3.84 Providing and displaying of Sanchezia nobilis having ht. 30 cm & above, well Each 35.90
developed with fresh & healthy foliage in 20 cm size of Earthen pot/ Plastic pot
& as per direction of the officer-in-charge.
 205

Item Code Description Unit Justified Rate

3.85 Providing and displaying of Schefflera high colour having ht. 25 cm to 30 cm, Each 41.00
well developed with fresh & healthy foliage in 25 cm size of Earthen pot/Plastic
pot & as per direction of the officer-in-charge.

3.86 Providing and Displaying of Schefflera green 3 in 1 well developed with fresh, Each 205.00
healthy and attractive foliage from having 45 cm to 60 cm ht. in 25 cm size
Earthen pot/Plastic pot/as per direction of officer-in-charge.

3.87 Providing and displaying of Schefflera high colour (three in one), having ht. 25 Each 135.30
cm to 30 cm, well developed with fresh and healthy foliage in 30 cm size of
Earthen pot/Plastic pot & as per direction of the officer-in-charge.

3.88 Providing of Schefflera Green (three in one), mounted on moss stick 90 cm, Each 281.90
well developed with full of fresh & healthy leaves from bottom to top with rich
foliage in 25 cm size of Earthen pot/Plastic pot.as per direction of officer-in-
charge.
3.89 Providing and displaying of Schefflera Varieged, mounted on moss stick 90 cm Each 281.90
ht., 3 to 4 s placed in each pot at equal distance, well developed with full of
fresh & healthy bright leaves from bottom to top in 25 cm size of Earthen
pot/Plastic pot & as per direction of the officer-in-charge.

3.90 Providing and Displaying of Spathiphyllum (peace lily), having 15 cm to 25 cm Each 92.25
ht. blooming stag with fresh & healthy foliage well developed in 15 cm of
Earthen pot/plastic pot as per direction of officer-in-charge.

3.91 Providing and displaying of Syngonium golden mounted on moss stick 90 cm Each 193.75
ht., 3 to 4 s placed in each pot at equal distance, well developed with full of
fresh & healthy leaves from bottom to top in 25 cm size of Earthen pot/Plastic
pot & as per direction of the officer-in-charge.

3.92 Providing and displaying of Syngonium Variegated mounted on moss stick 90 Each 193.75
cm ht., 3 to 4 s placed in each pot at equal distance, well developed with full of
fresh & healthy leaves from bottom to top in 25 cm size of Earthen pot/Plastic
pot & as per direction of the officer-in-charge.

4 SEASONAL PLANTS
4.1 Providing and Displaying Allyssum white in full bloom well developed fresh & Each 43.05
healthy Plant in 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-
in-charge.
4.2 Providing and Displaying Anemone hybrid (3 in one) variety well developed with Each 86.10
fresh & healthy Flower in full bloom in 25 cm Earthen Pot/Plastic Pot and as per
direction of the officer-in-charge.
4.3 Providing and Displaying Antirrhinum Hybrid Dwarf variety (3 in one) well Each 54.35
developed with fresh & healthy Flower multi branch in full bloom in 25 cm
Earthen Pot/Plastic Pot and as per direction of the officer-in-charge.

4.4 Providing and Displaying Antirrhinum Hybrid dwarf variety, specimen (8-10) Each 538.15
with fresh & healthy foliage in full bloom well developed in 35 cm Earthen
Tray/Challi Pot and as per direction of the officer-in-charge.

4.5 Providing and Displaying Antirrhinum variety, well developed, fresh & healthy Each 54.35
multi branched 30 to 45 cm ht, in full bloom with stacking in 30 cm Earthen
Pot/Plastic Pot and as per direction of the officer-in-charge.

4.6 Providing and Displaying Asiatic lilly hybrid variety (3 in one) in each pot having Each 129.15
in full bloom 3 to 5 flowers 30 to 45 cm ht. well developed in 25 cm Earthen
Pot/Plastic Pot and as per direction of the officer-in-charge.

4.7 Providing and Displaying Aster Hybrid variety in different colour, well developed Each 43.05
with fresh & healthy foliage in full bloom 23 to 30 cm ht., in 20 cm Earthen
Pot/Plastic Pot and as per direction of the officer-in-charge.

4.8 Providing and Displaying Begonia rex having 15 to 23 cm ht., well developed Each 64.60
with fresh & healthy foliage with 10 to 12 flowers in bloom in 20 cm Earthen
Pot/Plastic Pot and as per direction of the officer-in-charge.
 206

Item Code Description Unit Justified Rate

4.9 Providing and Displaying Brachycome well developed with fresh & healthy Each 129.15
foliage with 100 to 120 flowers stacking with green painted bamboo stick in 25
cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge.

4.10 Providing and Displaying Calceolaria hybrid variety in full bloom well developed Each 118.90
with fresh & healthy foliage in 20 cm Earthen Pot/Plastic Pot as per direction of
the officer-in-charge.
4.11 Providing and Displaying Calendula double variety well developed with fresh & Each 54.35
healthy foliage in full bloom in 20 cm Earthen Pot/Plastic Pot and as per
direction of the officer-in-charge.
4.12 Providing and Displaying Chrysanthemum double variety, well developed, Each 118.90
having 45 to 60 cm ht., with 6 and above flowers with half blooming condition,
fresh and healthy with bamboo stacking in 25 cm Earthen Pot and as per
direction of the officer-in-charge.
4.13 Providing and Displaying Chrysanthemum single variety in different colour well Each 129.15
developed having 45 to 60 cm ht., minimum 100 and above half bloom flowers
open well stacked with bamboo stick having three layer tiding by thread fresh
and healthy foliage in 25 cm Earthen Pot and as per direction of the officer-in-
charge.
4.14 Providing and Displaying Chrysanthemum single named variety in different Each 150.70
colour well developed, having 45 to 60 cm ht., minimum 150 and above half
bloom flowers well stacked with bamboo stick having three layer tiding by
thread fresh and healthy foliage in 30 cm Earthen Pot and as per direction of
the officer-in-charge.
4.15 Providing and Displaying Cineraria dwarf in different colour with fresh & healthy Each 54.35
foliage well developed in 20 cm Earthen Pot/Plastic Pot and as per direction of
the officer-in-charge.
4.16 Providing and Displaying Cineraria Hybrid dwarf variety in different colour well Each 64.60
developed with fresh & healthy foliage in bloom in 25 cm Earthen Pot/ Plastic
Pot and as per direction of the officer-in-charge.

4.17 Providing and Displaying Cineraria long 45 to 60 cm ht., 8 to 10 branch with full Each 129.15
bloom specimen plant with green painted stacking in 30 cm Earthen Pot/Plastic
Pot and as per direction of the officer-in-charge.

4.18 Providing and Displaying Clarkia well developed with fresh & healthy foliage, 5 Each 107.65
to 6 branches in full bloom with stacking in 25 cm Earthen Pot/Plastic Pot and
as per direction of the officer-in-charge.
4.19 Providing and Displaying Clianthus well developed, with fresh & healthy foliage Each 86.10
in bloom 30 to 45 cm ht., with stacking in 25 cm Earthen Pot/ Plastic Pot and as
per direction of the officer-in-charge.

4.20 Providing and Displaying Coleus broad leaves having 3 to 4 branches equal well Each 54.35
developed with fresh & healthy foliage in different colour in 25 cm Earthen
Pot/Plastic Pot and as per direction of the officer-in-charge.

4.21 Providing and Displaying Coleus broad leaves having 5 to 6 branches equal well Each 86.10
developed with fresh & healthy foliage in different colour in 25 cm Earthen
Pot/Plastic Pot and as per direction of the officer-in-charge.

4.22 Providing and Displaying Cyclamen hybrid variety fresh & healthy in full bloom Each 215.25
well developed in 25 cm Earthen Pot/Plastic Pot and as per direction of the
officer-in-charge.
4.23 Providing and Displaying Cyclamen hybrid variety specimen 5-6 in a pot, fresh Each 807.70
& healthy in full bloom well developed in 35 cm Earthen Tray/ Nand. as per
direction of the officer-in-charge.
4.24 Providing and Displaying Dahlia double kenya variety in different colour well Each 86.10
developed with 3 to 4 flowers in half bloom, good foliage stacked with Green
painted Bamboo sticks, 45 to 60 cm height in 25 cm Earthen Pot/ Plastic Pot
and as per direction of the officer-in-charge.

4.25 Providing and Displaying Dahlia single in different colour with fresh & healthy Each 26.65
foliage well developed with 6 to 8 half blooming buds in 20 cm Earthen Pot/
Plastic Pot and as per direction of the officer-in-charge.

4.26 Providing and Displaying Daisy well developed with fresh & healthy foliage in Each 43.05
full bloom in 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-
charge.
 207

Item Code Description Unit Justified Rate

4.27 Providing and Displaying Dianthus dwarf in different colour fresh & healthy Each 43.05
bloom in 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-
charge.
4.28 Providing and Displaying Dianthus dwarf specimen 6-8 in a pot with fresh & Each 377.20
healthy foliage in full bloom well developed in 35 cm Earthen Tray/Nand as per
direction of the officer-in-charge.
4.29 Providing and Displaying Dianthus in different colour well developed with fresh Each 54.35
& healthy foliage 30 cm ht., in full bloom with stacking in 25 cm Earthen
Pot/Plastic Pot and as per direction of the officer-in-charge.

4.30 Providing and Displaying Freesia hybrid 6 to 8 in a pot in full bloom, with fresh Each 86.10
and healthy flower and foliage stacked with Green painted bamboo sticks in 25
cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge.

4.31 Providing and Displaying Gazania hybrid in different colour well developed with Each 64.60
fresh & healthy foliage with full bloom in 25 cm Earthen Pot/Plastic Pot and as
per direction of the officer-in-charge.
4.32 Providing and Displaying Geranium double variety having 30 cm ht., in different Each 134.30
colour well developed with fresh & healthy foliage (3 in one) well bloomed in 25
cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge.

4.33 Providing and Displaying Gerbera Hybrid, well developed, with fresh and Each 86.10
healthy foliage, fully blooms in 25 cm Earthen Pot/Plastic Pot and as per
direction of the officer-in-charge.
4.34 Providing and Displaying Helianthus different colour with full bloom (3 in one) Each 215.25
fresh & healthy in 25 cm Earthen Pot/Plastic Pot well developed as per direction
of the officer-in-charge.
4.35 Providing and Displaying Impatiens in different colour well developed fresh and Each 107.65
healthy (3 in one) well bloomed in 25 cm Earthen Pot/Plastic Pot and as per
direction of the officer-in-charge.
4.36 Providing and Displaying Marigold jaffri dwarf in different colour well developed Each 54.35
with fresh & healthy foliage with 12 to 15 flowers in full bloom specimen plant
23 to 30 cm ht. in 20 cm Earthen Pot/Plastic Pot and as per direction of the
officer-in-charge.
4.37 Providing and Displaying Marigold jaffri orange/yellow/Russet colour well Each 150.70
developed with fresh & healthy foliage with 40 to 50 flowers in bloom specimen
plant 60 to 75 cm ht in 25 cm Earthen Pot/Plastic Pot and as per direction of the
officer-in-charge.
4.38 Providing and Displaying Marigold jaffri French orange/yellow/Russet colour well Each 107.65
developed with fresh & healthy foliage with 60 to 75 flowers in bloom specimen
plant 60 to 75 cm ht in 30 cm Earthen Pot/Plastic Pot and as per direction of the
officer-in-charge.

4.39 Providing and Displaying Kalanchoe Hybrid variety in different colour well Each 54.35
developed with fresh & healthy foliage in full bloom in 20 cm Earthen pot/
Plastic Pot and as per direction of the officer-in-charge.

4.40 Providing and Displaying Marigold(Tagetes) inca hybrid different colour having Each 64.60
30 cm and above ht., with 6 to 8 flowers in bloom & blooming condition, well
developed pot should be fully covered with fresh and healthy, foliage and
flowers in 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-
charge.
4.41 Providing and Displaying Mimulus multi branching bushy plant in different Each 75.85
colour well developed fresh & healthy in full bloom in 20 cm Earthen Pot in 20
cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge.

4.42 Providing and Displaying Mesembryanthemum in different colour well developed Each 32.80
with fresh & healthy foliage in full bloom in 20 cm Earthen Pot/ Plastic Pot and
as per direction of the officer-in-charge.

4.43 Providing and Displaying Nemesia well developed with fresh & healthy with Each 54.35
good attractive foliage full blooming in 20 cm Earthen Pot/Plastic Pot and as per
direction of the officer-in-charge.
4.44 Providing and Displaying Nasturtium in different colour well developed with Each 54.35
fresh & healthy foliage with full bloom in 20 cm Earthen Pot/Plastic Pot as per
direction of the officer-in-charge.
 208

Item Code Description Unit Justified Rate

4.45 Providing and Displaying Ornamental Kale Hybrid variety in full bloom with Each 54.35
fresh & healthy foliage well developed in 25 cm Earthen Pot in 20 cm Earthen
Pot/Plastic Pot and as per direction of the officer-in-charge.

4.46 Providing and Displaying Pansy Hybrid Sakata in different colour specimen 6-8 Each 322.90
in a pot with fresh & healthy foliage in full bloom well developed in 35 cm
Earthen Tray/ Nand as per direction of the officer-in-charge.

4.47 Providing and Displaying Pansy Hybrid Sakata well developed with fresh & Each 54.35
healthy foliage with 3 to 4 flower in bloom in 20 cm Earthen Pot/Plastic Pot and
as per direction of the officer-in-charge.
4.48 Providing and Displaying Pansy hybrid sakata in different colour with fresh & Each 26.65
healthy foliage well developed in 15 cm Earthen Pot/Plastic Pot and as per
direction of the officer-in-charge.
4.49 Providing and Displaying Petunia hybrid different colour single well developed in Each 43.05
full bloom in 20 cm Earthen/Plastic Pot and as per direction of the officer-in-
charge.
4.50 Providing and Displaying Petunia hybrid different variety in different colour well Each 64.60
developed with fresh and healthy foliage in full bloom in 25 cm Earthen
Pot/Plastic Pot as per direction of the officer-in-charge.

4.51 Providing and Displaying Petunia hybrid in different colour with fresh & healthy Each 21.55
foliage well developed in 15 cm Earthen Pot/Plastic Pot as per direction of the
officer-in-charge.
4.52 Providing and Displaying Petunia hybrid well developed with fresh & healthy Each 322.90
foliage in full bloom 6-8 in 35 cm Earthen Tray/Nand as per direction of the
officer-in-charge.
4.53 Providing and Displaying Phlox in different colour well developed with fresh & Each 54.35
healthy foliage 30 cm ht., in full bloom with stacking in 25 cm Earthen
Pot/Plastic Pot and as per direction of the officer-in-charge.

4.54 Providing and Displaying Poinsettia Dwarf variety different colour well Each 183.50
developed 23 to 30 cm ht., 3 to 4 branch full bloom with fresh & healthy foliage
in 15 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge.

4.55 Providing and Displaying Poinsettia dwarf multi head, having upto 30 cm ht., Each 258.30
with 3 to 4 branches with fully different colored top with fresh & healthy foliage
well developed in 20 cm Earthen Pot/Plastic Pot and as per direction of the
officer-in-charge.
4.56 Providing and Displaying Primula Hybrid variety specimen 5-6 in each Pot with Each 430.50
fresh & healthy foliage in full bloom different colour well developed in 35 cm
Earthen Tray/ Nand as per direction of the officer-in-charge.

4.57 Providing and Displaying Primula Hybrid variety well developed with fresh & Each 86.10
healthy foliage with full bloom in 25 cm Earthen Pot/Plastic Pot and as per
direction of the officer-in-charge.
4.58 Providing and Displaying Ranunculus Hybrid variety in different colour specimen Each 516.60
5-6 in each Pot with fresh & healthy foliage in full bloom well developed in 35
cm Earthen Tray/ Nand as per direction of the officer-in-charge.

4.59 Providing and Displaying Ranunculus Hybrid variety well developed with fresh & Each 107.65
healthy foliage with 2-3 flower in bloom in 25 cm Earthen Pot/ Plastic Pot and
as per direction of the officer-in-charge.

4.60 Providing and Displaying Salvia dwarf variety with fresh & healthy foliage well Each 26.65
developed multi branching in blooming stage in 15 cm Earthen Pot/ Plastic Pot
and as per direction of the officer-in-charge.

4.61 Providing and Displaying Salvia ht. 45 to 60 cm multi branches stacking with Each 129.15
bamboo stick specimen type with full bloom well developed in 30 cm Earthen
Pot/Plastic Pot and as per direction of the officer-in-charge.

4.62 Providing and Displaying Salvia ht. 45 to 60 cm multi branches stacking with Each 107.65
bamboo stick specimen type with full bloom well developed in 25 cm Earthen
Pot/Plastic Pot and as per direction of the officer-in-charge.
 209

Item Code Description Unit Justified Rate

4.63 Providing and Displaying Salvia red Hybrid dwarf variety having 15 to 25 cm Each 54.35
ht.,well developed with fresh & healthy foliage in full bloom in 20 cm Earthen
pot /Plastic Pot and as per direction of the officer-in-charge.

4.64 Providing and Displaying Salvia red Hybrid dwarf variety having 15 cm to 25 cm Each 54.35
ht.,specimen 6 plants with fresh & healthy foliage in full bloom well developed
in 35 cm Earthen Try/nand and as per direction of the officer-in- charge.

4.65 Providing and Displaying Star of Bethlehem (Chinchi - Rinchi), 5 to 6 plant in Each 344.40
each Pot full bloom, with fresh and healthy foliage flower in 25 cm Earthen
Pot/Plastic Pot and as per direction of the officer-in-charge.

4.66 Providing and Displaying Stock Double Blue non-branching having 30 to 45 cm Each 54.35
ht., with full bloom, well developed in 20 cm Earthen Pot/Plastic Pot and as per
direction of the officer-in-charge.
4.67 Providing and Displaying Stock double white colour dwarf variety with fresh and Each 64.60
healthy foliage with bloom in 20 cm Earthen Pot/Plastic Pot and as per direction
of the officer-in-charge.
4.68 Providing and Displaying Stock single in different colour well developed with Each 54.35
fresh & healthy foliage with full bloom in 20 cm Earthen Pot/Plastic Pot and as
per direction of the officer-in-charge.
4.69 Providing and Displaying Tulip Dutch hybrid variety (3 in one) in each pot in full Each 183.50
bloom fresh & bright in different colour well developed in 25 cm Earthen
Pot/Plastic Pot and as per direction of the officer-in-charge.

4.70 Providing and Displaying Verbena in different colour having 30 to 45 cm ht., Each 64.60
well developed with fresh & healthy foliage in bloom condition in 25 cm Earthen
Pot/Plastic Pot and as per direction of the officer-in-charge.

4.71 Providing and Displaying Celosia well developed fresh & healthy 20 to 25 cm ht. Each 54.35
(attractive) multi branching at blooming stage in 20 cm Earthen Pot/ Plastic Pot
and as per direction of the officer-in-charge.

4.72 Providing and Displaying Caladium Hybrid variety 3 to 4 in a pot well developed Each 64.60
with fresh & healthy foliage 30 to 45 cm ht. in different colour 25 cm Earthen
Pot/Plastic Pot and as per direction of the officer-in-charge.

4.73 Providing and Displaying Cockscomb well developed fresh & healthy 20 to 25 Each 43.05
cm ht. attractive colors fully bloomed in 20 cm Earthen Pot/Plastic Pot and as
per direction of the officer-in-charge.
4.74 Providing and Displaying Cosmos well developed fresh & healthy 20 to 25 cm Each 43.05
ht. attractive colors multi branching at blooming stage in 20 cm Earthen
Pot/Plastic Pot and as per direction of the officer-in-charge.

4.75 Providing and Displaying Gaillardia double hybrid variety well developed 30 to Each 54.35
45 cm ht 20 to 30 fresh & healthy flower with green painted bamboo stick in 25
cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge.

4.76 Providing and Displaying Gomphrena well developed fresh & healthy 30 to 45 Each 43.05
cm ht. bushy plant 15 & above flower in 25 cm Earthen Pot/Plastic Pot and as
per direction of the officer-in-charge.
4.77 Providing and Displaying Kochia well developed fresh & healthy 20 to 25 cm ht. Each 32.80
lush green well shaped in 20 cm Earthen Pot/Plastic Pot and as per direction of
the officer-in-charge.
4.78 Providing and Displaying Kochia well developed fresh & healthy 30 to 45 cm ht. Each 43.05
lush green well shaped in 25 cm Earthen Pot/Plastic Pot and as per direction of
the officer-in-charge.
4.79 Providing and Displaying Portulaca hybrid in different colour with bloom well Each 86.10
developed fresh & healthy in 20 cm Earthen Pot/Plastic Pot and as per direction
of the officer-in-charge.
4.80 Providing and Displaying Sunflower hybrid well developed 15 to 20 cm ht. with Each 32.80
fresh & healthy foliage at blooming stage in 20 cm Earthen Pot/Plastic Pot and
as per direction of the officer-in-charge.
4.81 Providing and Displaying Sunflower single well developed 8 to 10 half bloom Each 64.60
buds multi branched in fresh & healthy full stacked with green painted bamboo
stick stacking in 25 cm Earthen Pot/Plastic Pot and as per direction of the officer-
in-charge.
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Item Code Description Unit Justified Rate

4.82 Providing and Displaying Tapioca variegated (Manihot esculenta) well developed Each 32.80
fresh & healthy 30 to 45 cm ht. in bright colour foliage in 25 cm Earthen
Pot/Plastic Pot and as per direction of the officer-in-charge.

4.83 Providing and Displaying Vinca different colour 6 to 8 well developed branch in Each 54.35
full bloom stacked with green painted Bamboo stick in 25 cm Earthen
Pot/Plastic Pot and as per direction of the officer-in-charge.

4.84 Providing and Displaying Vinca different colour fresh & healthy 23 to 30 cm ht. Each 26.65
with bloom multi branchy in 20 cm Earthen Pot/Plastic Pot and as per direction
of the officer-in-charge.
4.85 Providing and Displaying Vinca Hybrid in different colour fresh & healthy 20 to Each 43.05
25 cm ht. with bloom in 20 cm Earthen Pot/Plastic Pot and as per direction of
the officer-in-charge.
4.86 Providing and Displaying Zinnia hybrid double in different colour well developed Each 43.05
fresh & healthy 30 to 45 cm ht. (3 to 4 in each pot) full bloom in 25 cm Earthen
Pot/Plastic Pot and as per direction of the officer-in-charge.

4.87 Providing and stacking of plant Motia of height 25 to 30 cm., 2 to 3 branch in Each 41.00
earthen pots of size 20 cm Earthen Pot/Plastic Pot and as per direction of the
officer-in-charge.
4.88 Providing and stacking of plant Mogra of height 25 to 30 cm., 2 to 3 branch in Each 46.15
earthen pots of size 20 cm Earthen Pot/Plastic Pot and as per direction of the
officer-in-charge.
4.89 Providing and stacking of plant Canna dwarf of height 25 to 30 cm., 2 to 3 Each 35.90
suckers in earthen pots of size 20 cm Earthen Pot/Plastic Pot and as per
direction of the officer-in-charge.
4.90 Bush Rose in different colour 2 to 3 healthy branch 30 cm and above ht. well Each 25.65
developed with 8 or more flowers / flower buds in 20 cm Earthen pot / Plastic
pot as per direction of the officer-in-charge.

4.91 Providing and Displaying Budded Rose (H.T. variety) 3 to 4 healthy branch 30 Each 32.80
cm and above ht. well developed with one and above flower plant in 20 cm
Earthen Pot, as per direction of the officer-in-charge.

4.92 Providing and Displaying Creeper Rose variety 3 to 4 healthy branch 60 cm and Each 75.85
above ht. well developed with one and above flowers in 25 cm Earthen Pot, as
per direction of the officer-in-charge.

4.93 Providing and Displaying Standard Rose (H.T. variety) 3 to 4 healthy branch 90 Each 150.70
cm and above ht. well developed with one and above flowers in 25 cm Earthen
Pot, as per direction of the officer-in-charge.

5 ORNAMENTAL PLANTS
5.1 Providing and Displaying Acalypha Different colour well developed, fresh & Each 35.90
healthy with good foliage, multi branch 30 to 45 cm ht. in 20 cm size of
Earthen Pot/ Plastic Pot bushy as per direction of the officer-in-charge.

5.1C Providing and laying in position specified grade of reinforced cement concrete,
excluding the cost of centering, shuttering, finishing and reinforcement - All
work up to plinth level :
5.1C.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal cum 7,372.95
size)
5.2 Providing and Displaying Acalypha green well developed, fresh & healthy with Each 35.90
good foliage, multi branch 30 to 45 cm ht. in 20 cm size Earthen Pot/ Plastic
Pot bushy as per direction of the officer-in-charge.

5.3 Providing and Displaying Acalypha red well developed with fresh & healthy 30 Each 41.00
to 45 cm ht. in 20 cm size Earthen Pot/ Plastic Pot as per direction of the officer-
in-charge.
5.4 Providing and Displaying Acalypha twisted well developed with fresh & healthy Each 41.00
30 cm ht. in 20 cm size Earthen Pot/ Plastic Pot as per direction of the officer-in-
charge.
5.5 Providing and Displaying Adenium Obesum grafted well developed with fresh & Each 287.00
healthy 30 to 60 cm ht. in 25 cm size Earthen Pot/ Plastic Pot as per direction of
the officer-in-charge.
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Item Code Description Unit Justified Rate

5.6 Providing and Displaying Adenium Obesum well developed with fresh & healthy Each 563.75
4 to 5 branch 60 to 75 cm ht. in 40 cm size Earthen Pot/ Plastic Pot as per
direction of the officer-in-charge.
5.7 Providing and Displaying Bamboo Buddha valley with fresh & healthy 3 to 4 Each 461.25
suckers having 75 to 90 cm ht. in 25 cm size Earthen Pot/ Plastic Pot as per
direction of the officer-in-charge.
5.8 Providing and Displaying Bamboo Buddha vally variety with umbrella shape Each 1,025.00
having 120 to 135 ht. with fresh & healthy foliage well developed in 40 cm
Cement pot multy branch, bushy as per direction of the officer-in-charge.

5.9 Providing and Displaying Bamboo Buddha Valley with fresh & healthy 5 to 6 Each 1,435.00
suckers 1.80 m to 2.10m ht umbrella type well developed in 50 cm Cement Pot
as per direction of the officer-in-charge.

5.9C Centering and shuttering including strutting, propping etc. and removal of form
for :
5.9C.15 Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sqm 274.25
sills, string courses, bands, copings, bed plates, anchor blocks and the like

5.10 Providing and Displaying Bird of paradise well developed with fresh & healthy Each 389.50
90 to 120 cm ht in 30 cm Earthen Pot/ Plastic Pot as per direction of the officer-
in-charge.
5.11 Providing and Displaying Bismarckia Palm 115 to 180 cm ht., well developed Each 1,937.25
12 and above good color fresh and healthy leaves in 40 cm Cement Pot as per
direction of the officer-in-charge.
5.12 Providing and Displaying Bougainvillea named variety, Sobhra, Thima, Marry Each 322.90
palmar, Cherry Blossom etc. well developed with fresh & healthy bushy in full
bloom 75 to 90 cm ht. in 40 cm Cement Pot as per direction of the officer-in-
charge.
5.13 Providing and Displaying Cycus cirsnallis well developed with fresh & healthy Each 1,947.50
35 to 40 lush green leaves in 40 cm Cement Pot as per direction of the officer-
in-charge.
5.14 Providing and Displaying Cycus revoluta in 35 cm challi, specimen , having 30 Each 1,183.90
to 40 with fresh and healthy, leaves having 25cm to 30cm circumfrance of base
stem well developed as per direction of the officer-in-charge.

5.15 Providing and Displaying Cycus revoluta specimen , having 45 to 50 fresh and Each 1,537.50
healthy, leaves having 30cm to 35cm circumfrance of base stem well developed
in 40 cm challi, as per direction of the officer-in-charge.

5.16 Providing and Displaying Cyprus Golden 30 to 45 cm ht. well developed good Each 379.25
Golden colour foliage, Conial Shape in 25 cm Earthen Pots as per direction of
the officer-in-charge.
5.17 Providing and Displaying Cyprus golden well shaped developed with good Each 430.50
colored foliage fresh & healthy 60 to 75 cm ht in 30 cm Earthen Pot as per
direction of the officer-in-charge.
5.18 Providing and Displaying Cyprus Golden Conical Shape 150 to 165 cm ht., with Each 1,614.40
fresh and healthy Golden colour foliage in 35cm Cement Pot as per direction of
the officer-in-charge.
5.19 Providing and Displaying Euphorbia milli hybrid variety with multi branch, full Each 645.75
bloom, with fresh and healthy well developed having 30 to 45 cm ht. in 35 cm
Cement Pots as per direction of the officer-in-charge.

5.20 Providing and Displaying Ficus black vivion piller topiary (sylinder type) well Each 2,050.00
developed with fresh & healthy 180 to 210 cm ht in 40 cm Cement Pot as per
direction of the officer-in-charge.
5.21 Providing and Displaying Ficus Long Island topiary well developed with fresh & Each 1,230.00
healthy 5 to 6 ball specific size and shape 120 to 150 cm ht in 40 cm Cement
Pot as per direction of the officer-in-charge.

5.22 Providing and Displaying Ficus Nuda topiary well developed with fresh & Each 2,593.25
healthy 5 to 6 big ball specific size and shape 180to 210cm ht in 40 cm Cement
Pot as per direction of the officer-in-charge.
5.22C Steel reinforcement for R.C.C. work including straightening, cutting, bending,
placing in position and binding all complete upto plinth level

5.22C.1 Mild steel and Medium Tensile steel bars kg 78.20

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Item Code Description Unit Justified Rate

5.23 Providing and Displaying Ficus nuda topiary well developed with fresh & healthy Each 338.25
foliage 45 to 60cm spread 75 to 90 cm ht. bushy in 35 cm Cement Pot as per
direction of the officer-in-charge.
5.24 Providing and Displaying Ficus Retusa topiary well developed with fresh & Each 2,152.50
healthy 5 to 6 big ball specific size and shape 180 to 210cm ht in 40 cm Cement
Pot as per direction of the officer-in-charge.
5.25 Providing and Displaying Ficus reginold well developed fresh & healthy foliage Each 377.20
60 to 75 cm spread 105 to 120 cm ht., Bushy in 35 cm Cement Pot as per
direction of the officer-in-charge.
5.26 Providing and Displaying Ficus reginold piller type Topiary well developed with Each 2,460.00
fresh & healthy 210 to 240 cm ht in 40 cm Cement Pot as per direction of the
officer-in-charge.
5.27 Providing and Displaying Ficus reginold Topiary well developed with fresh & Each 2,044.90
healthy 6 to 7 big ball specific size 210 to 240 cm ht in 45 cm Cement Pot as
per direction of the officer-in-charge.
5.28 Providing and Displaying Ficus Starlight with fresh, healthy and attractive Each 861.00
foliage 45 to 60 cm spread 75 to 90 cm ht., specimen bushy ,in 35 cm Cement
Pot as per direction of the officer-in-charge.

5.29 Providing and Displaying Fishtail palm well developed with fresh & healthy Each 307.50
foliage leaves of ht 210 to 240cm Specimen in 35 cm Cement Pot as per
direction of the officer-in-charge.
5.30 Providing and Displaying Foxtail palm well developed with fresh & healthy Each 1,183.90
foliage of ht. 210 to 240 cm in big 40 cm Cement Pot as per direction of the
officer-in-charge.
5.31 Providing and Displaying Furcaira variegated well developed with fresh & Each 225.50
healthy foliage 8 to 10 leaves in 30 cm Earthen Pot as per direction of the
officer-in-charge.
5.32 Providing and Displaying Furcaria Variegated hybrid well developed with fresh Each 451.00
& healthy foliage 20 and above attractive leaves in 35 cm Cement Pot as per
direction of the officer-in-charge.

5.33 Providing and Displaying Golden Bottle brush Topiary well developed with fresh Each 973.75
& healthy foliage 5 to 6 big ball 115 to 180 cm ht in 40 cm Cement Pot as per
direction of the officer-in-charge.
5.34 Providing and Displaying Zamia palm well developed with fresh & healthy Each 922.50
leaves 90 cm ht in 35 cm cement pot as per direction of the officer-in-charge.

5.35 Providing and Displaying Latania Rubra Palm well developed with fresh & Each 1,025.00
healthy foliage 150 to 180 cm ht. with 6 to 7 leaves in big 35 cm Cement Pot as
per direction of the officer-in-charge.
5.36 Providing and Displaying Mascarena palm well developed with fresh & healthy Each 1,845.00
foliage leaves 150 to 180 cm ht in 35 cm Cement Pot as per direction of the
officer-in-charge.
5.37 Providing and Displaying Phoenix roebelenii palm well developed having 20 to Each 538.15
25 fresh & healthy leaves 90 to 105 cm ht. in 30 cm Cement Pot as per
direction of the officer-in-charge.
5.38 Providing and Displaying Topiary of Ficus Bush King well developed with fresh Each 1,291.50
& healthy foliage from Top to Bottom with single piller 60 to 75 cm spread, 210
to 225 cm ht., in 35 cm Cement Tray/Cement Pot as per direction of the officer-
in-charge.
5.39 Providing and Displaying Topiary of Ficus Nuda well developed with fresh & Each 1,291.50
healthy foliage from Top to Bottom with single piller 75 to 90 cm spread, 195 to
210 cm ht. in 35 cm Cement Tray /Cement Pot as per direction of the officer-in-
charge.
5.40 Providing and Displaying Topiary of Ficus Panda well developed with fresh & Each 1,127.50
healthy foliage with 3 to 4 Ball and 60 to 75 cm spread each Ball, 135 to 150
cm ht., in 35 cm Cement Tray /Cement Pot as per direction of the officer-in-
charge.
5.41 Providing and Displaying Topiary of Casuarina fresh & healthy having 5 to 6 Each 1,076.25
specific shape and size ball well developed 195 to 210 cm ht. in 40 cm Cement
Pot as per direction of the officer-in-charge.

5.42 Providing and Displaying Travelers palm well developed with fresh & healthy Each 484.85
foliage 120 to 150 cm ht. in 35 cm Cement Pot as per direction of the officer-in-
charge.
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Item Code Description Unit Justified Rate

5.43 Providing and Displaying Travelers palm well developed with fresh & healthy Each 973.75
leaves foliage 210 to 240 cm ht specimen in 40 cm Cement Pot as per direction
of the officer-in-charge.
5.44 Providing and Displaying Washingtonia filifera palm well developed 90 to 105 Each 538.15
cm ht. having 5 to 6 straight fresh and healthy leaves in 35 cm Cement Pot as
per direction of the officer-in-charge.
6 GROUND COVERS PLANTS
6.1 Providing and stacking of Alpinia Variegated (three in one) having ht. 30 cm Each 121.00
and above, with fresh and healthy variegated foliage in 25 cm size of Earthen
Pot/Plastic Pot & as per direction of the officer-in-charge.

6.2 Providing and stacking of Alternanthera species of height 15 cm to 20 cm, full of Each 20.00
branches and foliage in 15 cm size of Earthen Pot/Plastic Pot & as per direction
of the officer-in-charge.
6.3 Providing and stacking of Asparagus marrie, well developed 15 to 20 leaves, full Each 55.00
of branches and foliage in 25 cm size of Earthen Pot/Plastic Pot & as per
direction of the officer-in-charge.
6.4 Providing and stacking of Asparagus sprengeri of height 30 cm to 45 cm, full of Each 20.00
leafy branches in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the
officer-in-charge..
6.5 Providing and stacking of Aspidistra, having 10 to 15 leaves well developed with Each 40.00
fresh & healthy in 25 cm size of Earthen Pot/Plastic Pot & as per direction of the
officer-in-charge.
6.6 Providing and stacking of Clerodendrum inerme having ht. 25 cm to 30 cm multi Each 10.00
branched in 20 cm size of Earthen Pot/Plastic Pot & as per direction of the
officer-in-charge.
6.7 Providing and stacking of Clerodendrum inerme of ht. 20 cm to 30 cm multi Each 20.00
branched in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the
officer-in-charge.
6.8 Providing and stacking of Chlorophytum (Green), full of leafy suckers in 15 cm Each 20.00
size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge.

6.9 Providing and stacking of Chlorophytum-variegated, full of leafy suckers in 15 Each 20.00
cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge.

6.10 Providing and stacking of Cuphea chinensis of ht. 20-30 cm full of branches and Each 20.00
healthy foliage in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the
officer-in-charge.
6.11 Providing and stacking of Daniella variegated, with 3 to 4 variegated leaves in Each 30.00
20 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge.

6.12 Providing and stacking of Duranta Golden, having ht.15 to 20 cm bushty shape Each 20.00
with fresh and healthy leaves in 15 cm size of Earthen Pot/Plastic Pot & as per
direction of the officer-in-charge..
6.13 Providing and stacking of Euphorbia milli hybrid variety, having ht.30 cm to 45 Each 70.00
cm with multi branch, full bloom, fresh and healthy leaves in 20 cm size of
Earthen Pot/Plastic Pot & as per direction of the officer-in-charge.

6.14 Providing and stacking of Euphorbia milli hybrid variety, having ht. 30 cm to 45 Each 105.00
cm with multi branch, full bloom, fresh and healthy leaves in 30 cm size of
Earthen Pot/Plastic Pot & as per direction of the officer-in-charge..

6.15 Providing and stacking of Ipomea (Golden leaves),with fresh and healthy leaves Each 20.00
in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-
charge.
6.16 Providing and stacking of Iresine herbstii, of height 20-25 cm. full of branches Each 15.00
well developed in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the
officer-in-charge.
6.17 Providing and stacking of Iresine herbstii, of height 25-30 cm., full of branches Each 20.00
well developed in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the
officer-in-charge.
6.18 Providing and stacking of Juniperus prostrata with 5 to 6 latral branches and Each 30.00
green foliage in 20 cm size of Earthen Pot/Plastic Pot & as per direction of the
officer-in-charge.
6.19 Providing and stacking of Ophiopogon, Green/Black full of leaves in 15 cm size Each 20.00
of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge.
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Item Code Description Unit Justified Rate

6.20 Providing and stacking of Ophiopogon jaburan (variegated ), full of variegated Each 20.00
leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-
in-charge.
6.21 Providing and stacking of Ophiopogon jaburan ( variegated ),full of variegated Each 30.00
leaves in Earthen Pot/Plastic Pot of size 20 cm. as per direction of the officer-in-
charge.
6.22 Providing and stacking of Portulacaria afra (Jade ) with 5 to 6 branches in 20 Each 30.00
cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge.

6.23 Providing and stacking of Schefflera green, having 3 to 4 branch, ht. 30 to 45 Each 30.00
cm well developed with fresh & healthy in 20 cm size of Earthen Pot/ Plastic Pot
as per direction of the officer-in-charge
6.24 Providing and stacking of Setcreasea purpurea full of variegated leaves in 15 Each 20.00
cm size of Earthen Pot/Plastic Pot as per direction of the officer-in-charge

6.25 Providing and stacking of Syngonium (Butterfly) variegated with 2-3 suckers Each 30.00
healthy foliage in Earthen Pot/Plastic Pot of size 20 cm. as per direction of the
officer-in-charge.
6.26 Providing and stacking of Syngonium golden of height 30-45 cm. with 2-3 Each 30.00
suckers healthy foliage in Earthen Pot/Plastic Pot of size 20 cm. as per direction
of the officer-in-charge.
6.27 Providing and stacking of Syngonium miniature dwarf, having height 30-45 cm. Each 42.00
with 2-3 suckers healthy foliage in Earthen Pot/Plastic Pot of size 20 cm. as per
direction of the officer-in-charge.

6.28 Providing and stacking of Syngonium variegated,of height 20-30 cm. with 2-3 Each 21.00
suckers healthy foliage in Earthen Pot/Plastic Pot of size 15 cm. as per direction
of the officer-in-charge.
6.29 Providing and stacking of Tradescantia, full of leaves in Earthen Pot/Plastic Pot Each 21.00
of size 15 cm. as per direction of the officer-in-charge.

6.30 Providing and stacking of Tradescantia zebrina having in 15 cm size of Earthen Each 20.00
Pot/Plastic Pot & as per direction of the officer-in-charge.

6.31 Providing and stacking of Wedelia trilobata,full of leaves in 15 cm size of Each 15.00
Earthen Pot/Plastic Pot & as per direction of the officer-in-charge.

7 TREE PLANTS
7.1 Providing and stacking of Acacia auriculiformis of ht 150-165 cm in bag size of Each 65.00
25 cm as per direction of the officer-in-charge.
7.2 Providing and stacking of Adansonia digitata (kalp vricksh) of ht 150-165 cm in Each 265.00
bag size of 25 cm as per direction of the officer-in-charge.

7.3 Providing and stacking of Albizzia lebbek of height 150-165 cm. in bag of size Each 65.00
25 cm as per direction of the officer-in-charge.
7.4 Providing and stacking of Alstonia scholaris of height 150-165 cm. in bag of size Each 65.00
25 cm as per direction of the officer-in-charge.
7.5 Providing and stacking of Azadirachta indica ( Neem ) of height 120-130cm in Each 65.00
big polybag of size 25 cm as per direction of the officer-in-charge.

7.6 Providing and stacking of Bassia latifolia (Mahua) of height 90-105 cm. in big Each 65.00
polybag of size 25 cm as per direction of the officer-in-charge.

7.7 Providing and stacking of Bauhinia blakeana (Kachnar) of height 120-150 cm. in Each 80.00
big poly bags of size 25 cm as per direction of the officer-in-charge. Each

7.8 Providing and stacking of Bauhinia purpurea (Kachnar) of height 150-165 cm. in Each 50.00
big poly bags of size 25 cm as per direction of the officer-in-charge. Each

7.9 Providing and stacking of Bombax ceiba of height 150-165 cm. in big poly bags Each 70.00
of size 25 cm as per direction of the officer-in-charge.

7.10 Providing and stacking of Bottle palm of ht. 150-180 cm bottom girth 20-25 cm Each 180.00
well developed in big poly bags of size 25 cm as per direction of the officer-in-
charge.
7.11 Providing and stacking of Bottle palm of ht. 210-240 cm bottom girth 30-35 cm Each 350.00
well developed in big HDPE bags.
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Item Code Description Unit Justified Rate

7.12 Providing and stacking of Bottle palm of ht. 270-300 cm bottom girth 40-50 cm Each 550.00
well developed in big HDPE bags as per direction of the officer-in-charge.Each

7.13 Providing and stacking of Butea frondosa (Flame of Forest) of height 60-75 cm. Each 55.00
in big poly bags of size 25 cm as per direction of the officer-in-charge. Each

7.14 Providing and stacking of Callistemon lanceolatus of height 150-165 cm. in big Each 65.00
poly bags of size 25 cm as per direction of the officer-in-charge.

7.15 Providing and stacking of Casuarina equisetifolia of height 150-165 cm in big Each 60.00
poly bags of size 25 cm as per direction of the officer-in-charge.

7.16 Providing and stacking of Cassia fistula (Amaltash) of height 120-135 cm. in big Each 65.00
poly bags of size 25 cm as per direction of the officer-in-charge.

7.17 Providing and stacking of Cassia siamea of height 150-165 cm. in big poly bags Each 65.00
of size 25 cm as per direction of the officer-in-charge.

7.18 Providing and stacking of Cassia javanica of height 120-150 cm. in big poly Each 85.00
bags of size 25 cm as per direction of the officer-in-charge.

7.19 Providing and stacking of Cassia nodosa of height 120-150 cm. in big poly bags Each 65.00
of size 25 cm as per direction of the officer-in-charge.

7.20 Providing and stacking of Ceiba pentandra of height 150-165 cm. in big poly Each 65.00
bags of size 25 cm as per direction of the officer-in-charge.

7.21 Providing and stacking of Chorisia speciosa of height 150-165 cm. in big poly Each 80.00
bags of size 25 cm as per direction of the officer-in-charge.

7.22 Providing and stacking of Chukrassia tabularis of height 150-165 cm. in big poly Each 65.00
bags of size 25 cm as per direction of the officer-in-charge.

7.23 Providing and stacking of Dalbergia sissoo (Seasam) of height 120-135 cm. in Each 55.00
big poly bags of size 25 cm as per direction of the officer-in-charge.

7.24 Providing and stacking of Delonix regia (Gulmohar) of height 150-165 cm. in Each 60.00
big poly bags of size 25 cm as per direction of the officer-in-charge.v

7.25 Providing and stacking of Erythrina indica of height 150-165 cm. in big polybag Each 65.00
of size 25 cm as per direction of the officer-in-charge.
7.26 Providing and stacking of Ficus benjamina (green) of height 120-135 cm. with 6- Each 105.00
8 branches and lush green foliage in g. bags of size 25 cm as per direction of
the officer-in-charge.
7.27 Providing and stacking of Ficus benjamina (green) of height 150-165 cm., Each 180.00
bushy with healthy branches and lush green foliage in big size HDPE bags as
per direction of the officer-in-charge.
7.28 Providing and stacking of Ficus bengalensis (Bargad) of height 120-135 cm. in Each 65.00
big poly bags of size 25 cm as per direction of the officer-in-charge.

7.29 Providing and stacking of Ficus bengalensis (varigated) of height 75-90 cm., Each 80.00
multibranched in earthen pots of size 30 cm as per direction of the officer-in-
charge.
7.30 Providing and stacking of Ficus bengalensis krishna of height 75-90 cm., Each 120.00
multibranched in earthen pots of size 30 cm as per direction of the officer-in-
charge
7.31 Providing and stacking of Ficus elastica Decora (Rubber ) of height 45-60 cm. in Each 65.00
earthen pots of size 25 cm as per direction of the officer-in-charge.

7.32 Providing and stacking of Ficus infectoria (Pilkhan) of height 150-165 cm. in big Each 65.00
polybag of size 25 cm as per direction of the officer-in-charge.

7.33 Providing and stacking of Ficus Iyrata of height 45-60 cm. in earthen pots of Each 90.00
size 25 cm as per direction of the officer-in-charge.
7.34 Providing and stacking of Ficus nuda of height 120-135 cm. with 6-8 branches Each 120.00
and lush green foliage in g. bags of size 25 cm as per direction of the officer-in-
charge.
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Item Code Description Unit Justified Rate

7.35 Providing and stacking of Ficus nuda of height 150-165 cm., bushy with healthy Each 190.00
branches and lush green foliage in big size HDPE bags as per direction of the
officer-in-charge.
7.36 Providing and stacking of Ficus religiosa (Peepal) of height 150-165 cm. in big Each 65.00
poly bags of size 30 cm as per direction of the officer-in-charge.

7.37 Providing and stacking of Ficus retusa well branched of height 120-135 cm. in Each 120.00
big poly bags of size of 30 cm as per direction of the officer-in-charge.

7.38 Providing and stacking of Ficus shiela of height 150-165 cm. in big poly bags of Each 85.00
size 25 cm as per direction of the officer-in-charge.
7.39 Providing and stacking of Fishtail palm of ht. 150-180 cm bottom girth 15- 20 Each 200.00
cm well developed in big poly bags of size 25 cm as per direction of the officer-
in-charge.
7.40 Providing and stacking of Fishtail palm of ht. 210-240 cm bottom girth 25- 30 Each 300.00
cm well developed in big size HDPE bags as per direction of the officer-in-
charge.
7.41 Providing and stacking of Fishtail palm of ht. 270-300 cm bottom girth 40- 50 Each 550.00
cm well developed in big size HDPE bags as per direction of the officer-in-
charge.
7.42 Providing and stacking of Foxtail palm of ht. 120-150 cm bottom girth 15- 20 Each 230.00
cm well developed in big poly bags of size 25 cm as per direction of the officer-
in-charge.
7.43 Providing and stacking of Foxtail palm of ht. 180-210 cm bottom girth 25- 30 Each 480.00
cm well developed in big size HDPE bags as per direction of the officer-in-
charge.
7.44 Providing and stacking of Foxtail palm of ht. 240-270 cm bottom girth 35- 40 Each 650.00
cm well developed in big size HDPE bags as per direction of the officer-in-
charge.
7.45 Providing and stacking of Grevillea robusta (Silver Oak) of height 150-165 cm. Each 50.00
in big poly bags of size 25 cm as per direction of the officer-in-charge.

7.46 Providing and stacking of Heterophragma adenophyllum (Marore fali) of height Each 60.00
150-165 cm. in Big poly bag of size 25 cm as per direction of the officer-in-
charge.
7.47 Providing and stacking of Inga dulcis (Jungle Jalebi) of height 150-165 cm. in Each 80.00
big poly bags of size 25 cm as per direction of the officer-in-charge.

7.48 Providing and stacking of Jacaranda mimosifolia of height 150-165 cm. in big Each 60.00
poly bags of size 25 cm as per direction of the officer-in-charge.

7.49 Providing and stacking of Kigelia pinnata of height 150-165 cm. in big poly bags Each 80.00
of size 25 cm as per direction of the officer-in-charge.

7.50 Providing and stacking of Lagerstroemia flosreginae of height 150-165 cm.in big Each 120.00
poly bag of size 25 cm as per direction of the officer-in-charge.

7.51 Providing and stacking of Lagerstroemia thorelli of height 150-165 cm.in big Each 120.00
poly bag of size 25 cm as per direction of the officer-in-charge.

7.52 Providing and stacking of Magnolia grandiflora of height 150-165 cm. in big poly Each 380.00
bag of size 25 cm as per direction of the officer-in-charge.v

7.53 Providing and stacking of Mangifera indica (Mango-grafted ) of height 60-75 cm. Each 55.00
in big poly bag of size 25 cm as per direction of the officer-in-charge.

7.54 Providing and stacking of Melia azedarach of height 120-135 cm. in big poly bag Each 45.00
of size 25 cm as per direction of the officer-in-charge.
7.55 Providing and stacking of Michelia champa (Golden Champa) of height 90- 105 Each 90.00
cm. in earthen pots of size 25 cm as per direction of the officer-in-charge.

7.56 Providing and stacking of Milletia ovalifolia of height 120-135 cm. in big poly Each 55.00
bag of size 25 cm as per direction of the officer-in-charge.
7.57 Providing and stacking of Millingtonia hortensis of height 150-165 cm. in big Each 70.00
poly bag of size 25 cm as per direction of the officer-in-charge.
 217

Item Code Description Unit Justified Rate

7.58 Providing and stacking of Mimusops elengi (Maulsri) of height 150-165 cm. in Each 75.00
big poly bag of size 25 cm as per direction of the officer-in-charge.

7.59 Providing and stacking of Mimusops elengi (Maulsri) of height 180-195 cm., well Each 125.00
developed with thick stem in big in big size HDPE bag as per direction of the
officer-in-charge.
7.60 Providing and stacking of Nauclea cadamba (Kadam) of height 150-165 cm. in Each 65.00
big poly bag of size 25 cm as per direction of the officer-in-charge.

7.61 Providing and stacking of Parkinsonia species of height 120-135 cm. in big poly Each 45.00
bag of size 25 cm as per direction of the officer-in-charge.

7.62 Providing and stacking of Peltophorum species of height 150-165 cm. in big poly Each 60.00
bags of size 25 cm as per direction of the officer-in-charge.

7.63 Providing and stacking of Phoenix sylvestris Roxb. (Wild date palm/khajur) of Each 650.00
height 150-165 cm. in Big HDPE Bag as per direction of the officer-in-charge.

7.64 Providing and stacking of Phyllanthus emblica (Amla) of height 150-165 cm. in Each 90.00
Big HDPE Bag as per direction of the officer-in-charge.
7.65 Providing and stacking of Pinus longifolia (Pinus) of height 90-105 cm. in Each 550.00
cement pots of size 35 cm as per direction of the officer-in-charge.

7.66 Providing and stacking of Pithecellobium dulce (Jungle Jalebi) of height 120-150 Each 60.00
cm. in Big HDPE Bag as per direction of the officer-in-charge.

7.67 Providing and stacking of Plumeria acutifolia of height 120-135 cm. with 2- 3 Each 110.00
branches in HDPE bag of size 30 cm as per direction of the officer-in-charge.

7.68 Providing and stacking of Plumeria acutifolia of height 150-165 cm. with 3- 4 Each 200.00
branches in big size HDPE bag as per direction of the officer-in-charge.

7.69 Providing and stacking of Plumeria alba of height 120-135 cm. with 2-3 Each 120.00
branches in bags of size 30 cm as per direction of the officer-in-charge.

7.70 Providing and stacking of Plumeria alba of height 165-180 cm. with 3-4 Each 225.00
branches and thick stem in big size HDPE bags as per direction of the officer-in-
charge.
7.71 Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 cm. with Each 750.00
3-4 branches and thick stem in big size HDPE bags as per direction of the
officer-in-charge.
7.72 Providing and stacking of Plumeria rubra of height 120-150 cm. with 3-4 Each 400.00
branches and thick stem in big size HDPE bags as per direction of the officer-in-
charge.
7.73 Providing and stacking of Pongamia glabra (Papri) of height 120-135 cm. in big Each 50.00
poly bag of size 25 cm as per direction of the officer-in-charge.

7.74 Providing and stacking of Polyalthia longifolia (Ashok) of height 150-165 cm. in Each 80.00
earthen pots of size 25 cm as per direction of the officer-in-charge.

7.75 Providing and stacking of Polyalthia longifolia (Ashok) of height 180-195 cm. in Each 100.00
gunny bag of size 30 cm as per direction of the officer-in-charge.

7.76 Providing and stacking of Polyalthia pendula (Ashok Pendula) of height 150-165 Each 80.00
cm. in earthen pots of size 25 cm as per direction of the officer-in-charge.

7.77 Providing and stacking of Polyalthia pendula (Ashok Pendula) of height 180-195 Each 100.00
cm. in gunny bag of size 30 cm as per direction of the officer-in-charge.

7.78 Providing and stacking of Pterospermum acerifolium (Kanak Champa) of height Each 65.00
150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-
charge.
7.79 Providing and stacking of Putranjiva roxburghii of height 90-105 cm. in big Each 45.00
polybag of size 25 cm as per direction of the officer-in-charge.

7.80 Providing and stacking of Saraca indica (Sita Ashok) of height 105-120 cm. in Each 80.00
big poly bags of size 25 cm as per direction of the officer-in-charge.
 218

Item Code Description Unit Justified Rate

7.81 Providing and stacking of Schleichera trijuga (Kusum) of height 150-165 cm. in Each 70.00
big poly bags of size 25 cm as per direction of the officer-in-charge.

7.82 Providing and stacking of Spathodea campanulata of height 150-165 cm. in big Each 75.00
poly bags of size 25 cm as per direction of the officer-in-charge.

7.83 Providing and stacking of Eugenia jambolana (Jamun) of height 150-165 cm. in Each 75.00
big poly bags of size 25 cm as per direction of the officer-in-charge. Each

7.84 Providing and stacking of Tabebuia sp. of height 150-165 cm. in big polybags of Each 85.00
size 25 cm as per direction of the officer-in-charge.
7.85 Providing and stacking of Tamarindus indica (Imli) of height 120-150 cm. in big Each 80.00
polybags of size 25 cm as per direction of the officer-in-charge.

7.86 Providing and stacking of Tecoma argentea of height 120-135 cm. in big poly Each 80.00
bag of size 25 cm as per direction of the officer-in-charge.

7.87 Providing and stacking of Tectona grandis (Teak) of height 150-165 cm. in big Each 110.00
polybags of size 25 cm as per direction of the officer-in-charge.

7.88 Providing and stacking of Terminalia arjuna of height 150-165 cm. in big Each 60.00
polybags of size 25 cm as per direction of the officer-in-charge.

7.89 Providing and stacking of Washingtonia filifea palm stem ht. 90-105 cm with 6- Each 400.00
7 healthy leaves lush green leaves well developed in big size HDPE Bags as per
direction of the officer-in-charge.
7.90 Providing and stacking of Washingtonia filifea palm stem ht. 120-135 cm with 8- Each 650.00
10 healthy leaves lush green leaves well developed in big size HDPE Bags as
per direction of the officer-in-charge.
8 SHRUBS
8.1 Providing and stacking of Bauhinia acuminata height 60-75 cm. in earthen pots Each 45.00
of size 20 cm as per direction of the officer-in-charge.
8.2 Providing and stacking of Bauhinia tomentosa (yellow) of height 60-75 cm. in Each 45.00
earthen pots of size 20 cm as per direction of the officer-in-charge.

8.3 Providing and stacking of Beloperone species of height 30-45 cm. in poly bags Each 40.00
of size 20 cm as per direction of the officer-in-charge.
8.4 Providing and stacking of Caesalpinia pulcherrima species of height 45-60 cm. Each 45.00
in earthen pot of size 20 cm as per direction of the officer-in-charge.

8.5 Providing and stacking of Calliandra, emarginata of height 45-60 cm. in earthen Each 35.00
pot of size 20 cm as per direction of the officer-in-charge.

8.6 Providing and stacking of Calliandra hybrida of height 75-90 cm. with 4-5 Each 45.00
branches in bag of size 25 cm as per direction of the officer-in-charge.

8.7 Providing and stacking of Calliandra hybrida of height 105-120 cm., well Each 90.00
branched, bushy in big size HDPE bag as per direction of the officer-in-charge.

8.8 Providing and stacking of Cassia biflora of height 45-60 cm. in earthen pots of Each 45.00
size 20 cm as per direction of the officer-in-charge.
8.9 Providing and stacking of Cassia biflora of height 60-75 cm. with 4-5 branches Each 55.00
in poly bags of size 25 cm as per direction of the officer-in-charge. Each

8.10 Providing and stacking of Cassia biflora of height 90-105 cm., well branched, Each 100.00
bushy in big size HDPE bag as per direction of the officer-in-charge.

8.11 Providing and stacking of Cassia laevigata of height 45-60 cm. in earthen pots Each 35.00
of size 20 cm as per direction of the officer-in-charge.
8.12 Providing and stacking of Cassia laevigata of height 60-75 cm. with 4-5 Each 40.00
branches in bag of size 25 cm as per direction of the officer-in-charge.

8.13 Providing and stacking of Cestrum nocturnum (Raat ki Rani) of height 60- 75 Each 40.00
cm. with 4-5 branches in bag of size 25 cm as per direction of the officer-in-
charge.
 219

Item Code Description Unit Justified Rate

8.14 Providing and stacking of Chandni dwarf of height 15-20 cm., well branched in Each 35.00
earthen pots of size 20 cm as per direction of the officer-in-charge. s per
direction of the officer-in-charge.
8.15 Providing and stacking of Dombeya mastersii of height 60-75 cm. with 4- 5 Each 110.00
branches in bag of size 25 cm as per direction of the officer-in-charge.

8.16 Providing and stacking of Euphorbia caracasana (bronze colour leaves) of height Each 40.00
60-75 cm. with 2-3 branches in earthen pots of size 20 cm as per direction of
the officer-in-charge.
8.17 Providing and stacking of Euphorbia caracasana (bronze colour leaves) of height Each 55.00
60-75 cm. with 4-5 branches in bag of size 25 cm as per direction of the officer-
in-charge.
8.18 Providing and stacking of Euphorbia caracasana (bronze colour leaves) of height Each 105.00
90-105 cm., bushy in big size HDPE bag as per direction of the officer-in-
charge.
8.19 Providing and stacking of Euphorbia pulcherrima (dark red double bracts) well Each 110.00
branched of height 60-75 cm. in earthen pots of size 25 cm as per direction of
the officer-in-charge.
8.20 Providing and stacking of Euphorbia pulcherrima (dark red) well branched Each 60.00
(poinsettia Red Hegg) of height 60-75 cm. in earthen pots of size 25 cm as per
direction of the officer-in-charge.
8.21 Providing and stacking of Excoecaria bicolor of height 45-60 cm. in earthen pots Each 40.00
of size 20 cm as per direction of the officer-in-charge.
8.22 Providing and stacking of Ficus blackii (F.vivion) of height 45-60 cm. with 6- 8 Each 110.00
branches healthy foliage in earthen pots of size 25 cm as per direction of the
officer-in-charge.
8.23 Providing and stacking of Ficus blackii (F.vivion) (bushy) of height 150-165 cm. Each 250.00
with 8-10 branches and healthy foliage in earthen pots of size 30 cm as per
direction of the officer-in-charge.
8.24 Providing and stacking of Ficus reginald well branched, bushy of height 60- 75 Each 100.00
cm. in earthen pots of size 25 cm as per direction of the officer-in-charge.

8.25 Providing and stacking of Ficus panda of height 30-45 cm. with 3-4 branches Each 35.00
and healthy foliage in p.bag of size 20 cm as per direction of the officer-in-
charge.
8.26 Providing and stacking of Ficus panda of height 45-60 cm. with 6-7 branches Each 55.00
and healthy foliage in p.bag of size 25 cm as per direction of the officer-in-
charge.
8.27 Providing and stacking of Ficus panda of height 60-90 cm, with 8-10 branches, Each 180.00
and healthy foliage, bushy in big size HDPE bag as per direction of the officer-in-
charge.
8.28 Providing and stacking of Ficus panda of height 90-105 cm. with 10-12 Each 225.00
branches and healthy foliage, well formed in cement pots of size 30 cm as per
direction of the officer-in-charge.
8.29 Providing and stacking of Ficus long Island of height 15 cm to 20 cm, full of Each 45.00
branches and foliage in 20 cm size of Earthen Pot / Plastic Pot & as per direction
of the officer-in-charge.
8.30 Providing and stacking of Gardenia jasminoides of height 45-60 cm. with 3- 4 Each 50.00
branches in earthen pots of size 20 cm as per direction of the officer-in-charge.

8.31 Providing and stacking of Hamelia patens of height 30-45 cm. with 3-4 Each 20.00
branches in poly bags of size 20 cm as per direction of the officer-in-charge.

8.32 Providing and stacking of Hamelia patens of height 60-75 cm. with 6-8 Each 50.00
branches in poly bags of size 25 cm as per direction of the officer-in-charge.

8.33 Providing and stacking of Hamelia patens of height 90-105 cm. bushy in big size Each 100.00
HDPE bags as per direction of the officer-in-charge.

8.34 Providing and stacking of Hamelia patens (Dwarf ) of height 30-45 cm. with 3-4 Each 40.00
branches in earthen pots of size 20 cm as per direction of the officer-in-charge.

8.35 Providing and stacking of Hibiscus rosasinensis of height 45-60 cm. with 3-4 Each 35.00
branches in earthen pots of size 20 cm as per direction of the officer-in-charge.

8.36 Providing and stacking of Hibiscus rosasinensis of height 60-75 cm. with 5-6 Each 45.00
branches in p.bag of size 25 cm as per direction of the officer-in-charge. Each
 220

Item Code Description Unit Justified Rate

8.37 Providing and stacking of Hibiscus rosasinensis of height 90-105 cm., bushy in Each 90.00
big size HDPE bag as per direction of the officer-in-charge.

8.38 Providing and stacking of Hibiscus variegated of height 45-60 cm. with 3-4 Each 45.00
branches and healthy variegated foliage in earthen pots of size 20 cm as per
direction of the officer-in-charge.
8.39 Providing and stacking of Hibiscus variegated of height 60-75 cm. with 8- 10 Each 180.00
branches and healthy variegated foliage in cement pots of size 35 cm as per
direction of the officer-in-charge.
8.40 Providing and stacking of Hibiscus variegated of height 60-75 cm. with healthy Each 55.00
variegated foliage in earthen pots size 25 cm as per direction of the officer-in-
charge.
8.41 Providing and stacking of Jatropha multifida (red colour) of height 45-60 cm. Each 35.00
with 2-3 branches in earthen pots of size 20 cm as per direction of the officer-in-
charge.
8.42 Providing and stacking of Jatropha multifida (red colour) of height 60-75 cm. Each 45.00
multibranched in p.bag of size 25 cm as per direction of the officer-in-charge.

8.43 Providing and stacking of Largerstroemia indica of height 90-105 cm. Each 40.00
multibranched in poly bags of size 25 cm as per direction of the officer-in-
charge.
8.44 Providing and stacking of Largerstroemia indica of height 45-60 cm. in polybag Each 30.00
of size 20 cm as per direction of the officer-in-charge.
8.45 Providing and stacking of Malpighia coccigera of height 30-45 cm., Each 50.00
multibranched in earthen pots of size 20 cm as per direction of the officer-in-
charge.
8.46 Providing and stacking of Murraya exotica of height 45-60 cm. in poly bags of Each 15.00
size 15 cm as per direction of the officer-in-charge.
8.47 Providing and stacking of Murraya Koenigii spreng (Kadipatta/meetha neem) of Each 25.00
ht 45-60 cm well developed in earthen pots of size 20 cm. per direction of the
officer-in-charge.
8.48 Providing and stacking of Mussaenda erythrophylla (Rosea) of height 60- 75 Each 110.00
cm. multi branched in earthen pots of size 25 cm as per direction of the officer-
in-charge.
8.49 Providing and stacking of Nerium oleander (kaner) of height 45-60 cm. with 3-4 Each 30.00
branches in poly bags of size 20 cm as per direction of the officer-in-charge.

8.50 Providing and stacking of Nerium oleander (kaner) of height 60-75 cm. with 5-6 Each 40.00
branches in poly bags of size 25 cm as per direction of the officer-in-charge.

8.51 Providing and stacking of Nerium oleander (kaner) dwarf of height 30-40 cm. in Each 40.00
earthen pot of size 20 cm as per direction of the officer-in-charge.

8.52 Providing and stacking of Nerium oleander variegated of height 45-60 cm. in Each 40.00
earthen pots of size 20 cm as per direction of the officer-in-charge.

8.53 Providing and stacking of Nerium oleander variegated of height 60-75 cm., Each 60.00
multibranched in earthen pots of size 25 cm as per direction of the officer-in-
charge.
8.54 Providing and stacking of Nyctanthes arbor-tristis (Hasingar) of ht. 90-105 cm Each 40.00
in Earthen pots of size 20 cm as per direction of the officer-in-charge.

8.55 Providing and stacking of Plumbego capensis well developed with fresh and Each 60.00
healthy 30 to 45 cm ht., with bloom in 20 cm Earthen Pot/Plastic Pot as per
direction of the officer-in-charge.
8.56 Providing and stacking of Putranjiva roxburghii of ht. 45-60 cm in bag of size 15 Each 20.00
cm as per direction of the officer-in-charge.
8.57 Providing and stacking of Putranjiva roxburghii of ht. 60-75 cm in bag of size 20 Each 30.00
cm as per direction of the officer-in-charge.
8.58 Providing and stacking of Tabernaemontana coronaria (Chandni single) of Each 35.00
height 45-60 cm. in earthen pots of size 20 cm as per direction of the officer-in-
charge.
8.59 Providing and stacking of Tabernaemontana coronaria (Chandni single) of Each 45.00
height 75-90 cm. with 5-6 branches in bag of size 25 cm as per direction of the
officer-in-charge.
8.60 Providing and stacking of Tabernaemontana coronaria (Chandni single) of Each 80.00
height 90-105 cm.,bushy in big size HDPE bag as per direction of the officer-in-
charge.
 221

Item Code Description Unit Justified Rate

8.61 Providing and stacking of Tabernaemontana coronaria (chandni variegated) of Each 45.00
height 45-60 cm. with 3-4 branches earthen pots of size 20 cm as per direction
of the officer-in-charge.
8.62 Providing and stacking of Tabernaemontana coronaria (Chandni single) Each 55.00
variegated of height 60-75 cm., 5-6 branches in p.bags of size 25 cm as per
direction of the officer-in-charge.
8.63 Providing and stacking of Tabernaemontana coronaria (Chandni single) Each 110.00
veriegated of height 105-120 cm., multibranched, bushy in big size HDPE bag
as per direction of the officer-in-charge.
8.64 Providing and stacking of Tabernaemontana divaricata (Chandni double) of Each 40.00
height 45-60 cm. in earthen pots of size 20 cm as per direction of the officer-in-
charge.
8.65 Providing and stacking of Tabernaemontana divaricata (Chandni double) of Each 40.00
height 75-90 cm. with 4-5 branches in bag of size 25 cm as per direction of the
officer-in-charge.
8.66 Providing and stacking of Tabernaemontana divaricata (Chandni double) of Each 90.00
height 90-105 cm., bushy in big size HDPE bag as per direction of the officer-in-
charge.
8.67 Providing and stacking of Tecoma gaudichaudi of height 45-60 cm. in earthen Each 35.00
pots of size 20 cm as per direction of the officer-in-charge.

8.68 Providing and stacking of Tecoma gaudichaudi of height 60-75 cm. with 5- 6 Each 50.00
branches in p.bag of size 25 cm as per direction of the officer-in-charge.

8.69 Providing and stacking of Tecoma gaudichaudi of height 90-105 cm.,bushy in Each 110.00
big size HDPE bag as per direction of the officer-in-charge.

8.70 Providing and stacking of Tecoma stans of height 45-60 cm. branched in Each 45.00
earthen pots of size 20 cm as per direction of the officer-in-charge.

8.71 Providing and stacking of Tecoma stans of height 60-75 cm. branched in Each 60.00
earthen pots of size 20 cm as per direction of the officer-in-charge.

8.72 Providing and stacking of Tecoma stans of height 90-105 cm. bushy in big size Each 120.00
HDPE bag as per direction of the officer-in-charge.
8.73 Providing and stacking of Thevetia nerifolia of height 30-45 cm. with 3-4 Each 35.00
branches in poly bags of size 20 cm as per direction of the officer-in-charge.
Each
8.74 Providing and stacking of Thevetia nerifolia of height 60-75 cm. with 5-6 Each 45.00
branches in poly bags of size 25 cm as per direction of the officer-in-charge.

8.75 Providing and stacking of Thuja compacta of height 45-60 cm., well branched in Each 65.00
earthen pots of size 25 cm as per direction of the officer-in-charge.

8.76 Providing and stacking of Thuja compacta of height 75-90 cm., conical shaped, Each 130.00
well formed with healthy foliage in earthen pots of size 30 cm as per direction
of the officer-in-charge.
9 CREEPER PLANTS
9.1 Providing and stacking of Allamanda cathartica of height 30 cm to 45 cm. in 20 Each 45.00
cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge.

9.2 Providing and stacking of Allamanda violacea of height 30 cm to 45 cm. in poly Each 45.00
bag of size 20 cm as per direction of the officer-in-charge.

9.3 Providing and stacking of Bignonia venusta (Golden shower) of height 30 cm to Each 40.00
45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the
officer-in-charge.
9.4 Providing and stacking of Bougainvillea (Variety Butiana, Lady Mary Baring, Each 40.00
Mahara,Mohan,Scarlet Queen, Variegated, Glabra Formosa, Peruviana Odissi,
Paratha, Subhra,Thimma, Spectabilis L.N Birla, Refulgens) of height 30 cm. to
45 cm. with 2-3 branches in 20 cm size of Earthen pots / Plastic pots & as per
direction of the officer-in-charge.

9.5 Providing and stacking of Clerodendrum splendens of height 30 cm to 45 cm. in Each 30.00
20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-
charge.
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Item Code Description Unit Justified Rate

9.6 Providing and stacking of Clerodendrum thomsoniae of height 30 cm.to 45 cm Each 45.00
in 20 cm size of poly bag & as per direction of the officer-in-charge.

9.7 Providing and stacking of Ipomoea purpurea (Morning glory) of height30 cm to Each 35.00
45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the
officer-in-charge.
9.8 Providing and stacking of Jasmine grandiflorum (chameli) of height 30 cm to 45 Each 30.00
cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-
in-charge. .
9.9 Providing and stacking of Jasmine humile (Yellow) of height 30 cm to 45 cm. in Each 30.00
20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-
charge.
9.10 Providing and stacking of Passiflora caerulea (Rakhi bel) of height 30 cm to 45 Each 50.00
cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-
in-charge.
9.11 Providing and stacking of Petra volubilis of height 30 cm to 45 cm. in 20 cm size Each 48.00
of Earthen pots / Plastic pots & as per direction of the officer-in-charge.

9.11C Providing and fixing Bamboo jaffery/ fencing consisting of superior quality 25 sqm 525.50
mm dia (Average) half cut bamboo placed vertically and fixed together with
three numbers horizontal running members of hollock wood in scantling of
section 50X25 mm, fixed with nails and G.I wire on existing support complete
as per direction of Engineer-in-charge.

9.12 Providing and stacking of Quisqualis indicia of height 30 cm to 45 cm. in 20 cm Each 25.00
size of Earthen pots / Plastic pots & as per direction of the officer-in-charge.

9.13 Providing and stacking of Tecoma grandiflora of height 30 cm to 45 cm. in 20 Each 40.00
cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge.

9.14 Providing and stacking of Vernonia elaegnifolia (curtain creeper) plant of height Each 25.00
30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction
of the officer-in-charge.
10 ANNUAL FLOWER SEEDLINGS/CUTTINGS
10.1 Providing and stacking of winter seasonal seedling/cutting at site of work well
developed and healthy free from disease in per tray and each tray having 100
Nos plants as per direction of the officer-in-charge.

10.1.1 Alyssum Per Tray 420.00

10.1.2 Antirrhinum dwarf Per Tray 600.00
10.1.3 Aster dwarf Per Tray 500.00
10.1.4 Brachycome Per Tray 500.00
10.1.5 Calendula double Per Tray 500.00
10.1.6 Carnation (double) Dutch Per Tray 1,000.00
10.1.7 Carnation (double) Lilliput Per Tray 1,200.00
10.1.8 Carnation hybrid Per Tray 850.00
10.1.9 Chrysanthemum double Per Tray 400.00
10.1.10 Cineraria Per Tray 525.00
10.1.11 Cineraria dwarf hybrid Per Tray 700.00
10.1.12 Clarkia hybrid Per Tray 700.00
10.1.13 Cosmos hybrid Per Tray 700.00
10.1.14 Dahlia double Per Tray 525.00
10.1.15 Daisy hybrid Per Tray 400.00
10.1.16 Dianthus hybrid Per Tray 500.00
10.1.17 Gazania hybrid Per Tray 500.00
10.1.18 Gerbera hybrid double Per Tray 2,200.00
10.1.19 Lupine hybrid Per Tray 420.00
10.1.20 Marigold French Hybrid dwarf Per Tray 420.00
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Item Code Description Unit Justified Rate

10.1.21 Marigold Inca hybrid Per Tray 500.00
10.1.22 Nasturtium Per Tray 500.00
10.1.23 Nemesia hybrid Per Tray 420.00
10.1.24 Pansy Hybrid Per Tray 650.00
10.1.25 Petunia hybrid Per Tray 600.00
10.1.26 Phlox mix colour hybrid Per Tray 500.00
10.1.27 Poppy double Per Tray 500.00
10.1.28 Salvia Per Tray 420.00
10.1.29 Salvia Hybrid different colour Per Tray 500.00
10.1.30 Stock double Per Tray 500.00
10.1.31 Verbena hybrid Per Tray 400.00
10.2 Providing and stacking of summer & rainy seasonal seedling at site of work well
developed and healthy free from disease in per tray and each tray having 100
Nos plants as per direction of the officer-in-charge.

10.2.1 Balsam seedling Per Tray 500.00

10.2.2 Celosia argentea & Celosia crostata Hybrid Per Tray 420.00
10.2.3 Cosmos hybrid Per Tray 600.00
10.2.4 Gaillardia Double Per Tray 420.00
10.2.5 Gomphrena Per Tray 500.00
10.2.6 Kochia Per Tray 420.00
10.2.7 Portulaca hybrid Per Tray 420.00
10.2.8 Sunflower Dwarf Per Tray 500.00
10.2.9 Vinca Hybrid Per Tray 420.00
10.2.10 Zinnia hybrid Per Tray 420.00
10.2C Structural steel work riveted, bolted or welded in built up sections, trusses and kg 98.50
framed work, including cutting, hoisting, fixing in position and applying a
priming coat of approved steel primer all complete.

11 MEDICINAL PLANTS
11.1 Providing and Stacking of Anjeer of height 75-90 cm. in poly bags of size 25 cm Each 150.00
as perdirection of the officer-in-charge.
11.2 Providing and Stacking of Curry leaf of height 75-90 cm in poly bag of size 25 Each 75.00
cm as perdirection of the officer-in-charge.
11.3 Providing and Stacking of Ashwagandha of ht. 30 cm with multi branches in Each 50.00
Poly bag of size 20 cm.as per direction of the officer-in-charge.

11.4 Providing and Stacking of Kalmegh of ht. 30 cm with multi branches in Poly bag Each 30.00
of size 20 cm. as perdirection of the officer-in-charge.
11.5 Providing and Stacking of Adusha of ht. 30 cm with multi branches in Poly bag Each 30.00
of size 20 cm. as per direction of the officer-in-charge.
11.6 Providing and Stacking of Satavari, well developed in earthen pot of size 20 cm Each 30.00
as per direction of theofficer-in-charge.
11.7 Providing and Stacking of Tulsi of ht. 30 cm with multi branches in Poly bag of Each 20.00
size 20 cm. as per direction of the officer-in-charge.
11.8 Providing and Stacking of Alovera well developed in earthen pot of size 20cm as Each 50.00
per direction of the officer-in-charge.
11.9 Providing and Stacking of Bryophyllum of ht. 30cm with multi branches in Poly Each 30.00
bag of size 20 cm. as per direction of the officer-in-charge.

11.10 Providing and Stacking of Lemon grass of ht. 30cm with multi branches in Poly Each 50.00
bag of size 20 cm. as per direction of the officer-in-charge.

11.11 Providing and Stacking of Karonda of ht. 45-60cm in Poly bag of size 25 cm. as Each 50.00
per direction of the officer-in-charge.
11.12 Providing and Stacking of Giloy well developed in poly bag of size 20 cm as per Each 20.00
direction of the officer-in-charge.
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Item Code Description Unit Justified Rate

11.13 Providing and Stacking of Brahmi well developed in poly bag of size 20 cm as Each 20.00
per direction of the officer-in-charge.
11.14 Providing and Stacking of Sarpgandha well developed in poly bag of size 20 cm Each 50.00
as per direction of theofficer-in-charge.
11.15 Providing and Stacking of Mandukparni well developed in poly bag of size 20cm Each 50.00
as per direction of the officer-in-charge.
11.16 Providing and Stacking of Steviea well developed in poly bag of size 20 cm as Each 50.00
per direction of the officer-in-charge.
11.17 Providing and Stacking of Aprajita Blue well developed in poly bag of size 20 cm Each 30.00
as per direction of the officer-in-charge.
11.18 Providing and Stacking of Aprajita White well developed in poly bag of size 20 Each 30.00
cm as per direction of the officer-in-charge.
11.19 Providing and Stacking of Peepli well developed in poly bag of size 20cm as per Each 30.00
direction of the officer-in-charge.
11.20 Providing and Stacking of Chitrak of ht. 30cm with multi branches in Poly bag of Each 30.00
size 20 cm. as per direction of the officer-in-charge.
11.21 Providing and Stacking of Dambel of ht. 30cm with multi branches in Poly bag Each 30.00
of size 20 cm. as per direction of the officer-in-charge.
11.22 Providing and Stacking of Hadjod of ht. 30cm with multi branches in Poly bag of Each 30.00
size 20 cm. as per direction of the officer-in-charge.
11.23 Providing and Stacking of Lajvanti well developed in poly bag of size 20cm as Each 30.00
per direction of the officer-in-charge.
11.24 Providing and Stacking of Kapoor kachri well developed in poly bag of size 20cm Each 40.00
as per direction of the officer-in-charge.
11.25 Providing and Stacking of Bajradanti well developed in poly bag of size 20 cm as Each 40.00
per direction of the officer-in-charge.
11.26 Providing and Stacking of Shivnath well developed in poly bag of size 20 cm as Each 40.00
per direction of the officer-in-charge.
11.27 Providing and Stacking of Neer Brahmi well developed in poly bag of size 20 cm Each 50.00
as per direction of the officer-in-charge.
11.28 Providing and Stacking of Shankhpushpi well developed in poly bag of size 20 Each 50.00
cm as per direction of the officer-in-charge.
11.29 Providing and Stacking of Nirgundi well developed in poly bag of size 20 cm as Each 30.00
per direction of the officer-in-charge.
11.30 Providing and Stacking of Marwa Dona of ht. 30cm with multi branches in Poly Each 30.00
bag of size 20 cm.as per direction of the officer-in-charge.

11.31 Providing and Stacking of Minia erecta plant of height 45-60 cm. multibranches, Each 60.00
well developed in poly bags of size 20 cm as per direction of the officer-in-
charge.
11.32 Providing and Stacking of Justicia brandegeeana plant of height 45-60 cm. Each 120.00
multibranches, well developed in poly bags of size 20 cm as per direction of the
officer-in-charge.
11.33 Providing and Stacking of Ficus panda plant of height 90 -105 cm. Each 160.00
multibranches, well developed in poly bags of size 25 cm as per direction of the
officer-in-charge.
12 TRANSPLANTATION OF TREES
12.1 Transplantation of trees with in a distance of 2km including excavation around
existing tree, pruning of branches, lifting, loading and transportation of existing
tree, digging pits for placing tree at new place, adding manure, sand, fertilizer,
hormones and bio fertilizer to it. Levelled and neatly dressed and disposal of
surplus materials from old existing and new sites to designated place. Each tree
should be firmly secured to the stake so as to prevent excessive movement,
flooding with water, treatment of roots, rope and gunny bags as per direction of
the officer incharge. T&P and all required materials shall be arranged by the
contractor and nothing extra shall be paid on this account. (a) Girth of tree
shall be measured at a height of 1m above ground level.

12.1.1 Girth of trees upto 50cm. Each tree 4,032.25

12.1.2 Girth of trees beyond 50cm and upto 90cm. Each tree 6,231.80
12.1.3 Girth of trees beyond 90cm and upto 150cm. Each tree 10,830.45
12.1.4 Girth of trees beyond 150cm. Each tree 23,715.15

13 CIVIL ITEMS
13.18 Neat cement punning sqm 63.15
 225

Item Code Description Unit Justified Rate

13.50 Applying priming coat:
13.50.3 With ready mixed red oxide zinc chromate primer of approved brand and sqm 48.90
manufacture on steel galvanised iron/steel works
13.59 Coal tarring two coats on new work using 0.16 litre and 0.12 litre coal tar per sqm 48.50
sqm in the first coat and second coat respectively.
13.61 Painting with synthetic enamel paint of approved brand and manufacture to
give an even shade:
13.61.1 Two or more coats on new work sqm 115.75
 226

Item Code Description Unit Justified Rate

SOR for Electrification works

For Ranchi
Item Code Description Unit Justified Rate
1 WIRING IN STEEL & PVC CONDUIT
1.1 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5
sq.mm FRLS PVC insulated copper conductor single core cable in surface /
recessed steel conduit, with piano type switch, phenolic laminated sheet,
suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated
copper conductor single core cable etc. as required.

1.1.1 Group A Point 1,089.00

1.1.2 Group B Point 1,294.00
1.1.3 Group C Point 1,612.00
1.2 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated Point 1,623.00
copper conductor single core cable in surface / recessed steel conduit, 2 way
piano type switch, phenolic laminated sheet, suitable size MS box and earthing
the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core
cable etc. as required.
1.3 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5
sq.mm FRLS PVC insulated copper conductor single core cable in surface /
recessed steel conduit, with modular switch, modular plate, suitable GI box
and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor
single core cable etc. as required.

1.3.1 Group A Point 1,099.00

1.3.2 Group B Point 1,313.00
1.3.3 Group C Point 1,632.00
1.4 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated Point 1,750.00
copper conductor single core cable in surface / recessed steel conduit, 2 way
modular switch, modular plate, suitable GI box and earthing the point with 1.5
sq.mm. FRLS PVC insulated copper conductor single core cable etc .as required.

1.5 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper Metre 382.00
conductor single core cable in surface/ recessed steel conduit alongwith 1
No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for
loop earthing as required.
1.6 Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper Metre 584.00
conductor single core cable in surface/ recessed steel conduit alongwith 2
Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for
loop earthing as required.
1.7 Wiring for circuit/ submain wiring alongwith earth wire with the following
sizes of FRLS PVC insulated copper conductor, single core cable in surface/
recessed steel conduit as required.
1.7.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire Metre 289.00
1.7.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire Metre 326.00
1.7.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire Metre 378.00
1.7.4 2 X 6 sq. mm + 1 X 6 sq. mm earth wire Metre 520.00
1.7.5 2 X 10 sq. mm + 1 X 6 sq. mm earth wire Metre 626.00
1.7.6 2 X 16 sq. mm + 1 X 6 sq. mm earth wire Metre 830.00
1.7.7 4 X 2.5 sq. mm + 2 X 2.5 sq. mm earth wire Metre 494.00
1.7.8 4 X 4 sq. mm + 2 X 4 sq. mm earth wire Metre 597.00
1.7.9 4 X 6 sq. mm + 2 X 6 sq. mm earth wire Metre 814.00
1.7.10 4 X 10 sq. mm + 2 X 6 sq. mm earth wire Metre 1,025.00
1.7.11 4 X 16 sq. mm + 2 X 6 sq. mm earth wire Metre 1,447.00
 227

Item Code Description Unit Justified Rate

1.8 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5
sq.mm FRLS PVC insulated copper conductor single core cable in surface /
recessed medium class PVC conduit, with piano type switch, phenolic
laminated sheet, suitable size M.S. box and earthing the point with 1.5
sq.mm. FRLS PVC insulated copper conductor single core cable etc. as
required.
1.8.1 Group A Point 879.00
1.8.2 Group B Point 1,026.00
1.8.3 Group C Point 1,281.00
1.9 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated Point 1,291.00
copper conductor single core cable in surface / recessed medium class PVC
conduit, 2 way piano type switch, phenolic laminated sheet, suitable size
MS box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper
conductor single core cable etc. as required.

1.10 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5
sq.mm FRLS PVC insulated copper conductor single core cable in surface /
recessed medium class PVC conduit, with modular switch, modular plate,
suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated
copper conductor single core cable etc. as required.

1.10.1 Group A Point 899.00

1.10.2 Group B Point 1,045.00
1.10.3 Group C Point 1,300.00
1.11 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated Point 1,384.00
copper conductor single core cable in surface / recessed medium class PVC
conduit, 2 way modular switch, modular plate, suitable GI box and earthing the
point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable
etc. as required.
1.12 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper Metre 295.00
conductor single core cable in surface/ recessed medium class PVC conduit
alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core
cable for loop earthing as required.
1.13 Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper Metre 473.00
conductor single core cable in surface/ recessed medium class PVC conduit
alongwith 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core
cable for loop earthing as required.
1.14 Wiring for circuit/ submain wiring alongwith earth wire with the following
sizes of FRLS PVC insulated copper conductor, single core cable in
surface/ recessed medium class PVC conduit as required.

1.14.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire Metre 206.00

1.14.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire Metre 243.00
1.14.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire Metre 295.00
1.14.4 2 X 6 sq. mm + 1 X 6 sq. mm earth wire Metre 387.00
1.14.5 2 X 10 sq. mm + 1 X 6 sq. mm earth wire Metre 501.00
1.14.6 2 X 16 sq. mm + 1 X 6 sq. mm earth wire Metre 679.00
1.14.7 4 X 2.5 sq. mm + 2 X 2.5 sq. mm earth wire Metre 361.00
1.14.8 4 X 4 sq. mm + 2 X 4 sq. mm earth wire Metre 473.00
1.14.9 4 X 6 sq. mm + 2 X 6 sq. mm earth wire Metre 663.00
1.14.10 4 X 10 sq. mm + 2 X 6 sq. mm earth wire Metre 884.00
1.14.11 4 X 16 sq. mm + 2 X 6 sq. mm earth wire Metre 1,199.00
1.15 Rewiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5
sq.mm FRLS PVC insulated copper conductor single core cable and 1.5 sq.mm
FRLS PVC insulated copper conductor single core cable as earth wire in
existing surface/ recessed steel/PVC conduit including dismantling as
required.
1.15.1 Group A Point 514.00
1.15.2 Group B Point 569.00
 228

Item Code Description Unit Justified Rate

1.15.3 Group C Point 799.00
1.16 Rewiring for twin control light point with 1.5 sq.mm FRLS PVC insulated Point 799.00
copper conductor single core cable and 1.5 sq.mm FRLS PVC insulated copper
conductor single core cable as earth wire in existing surface/ recessed
steel/PVC conduit including dismantling as required.

1.17 Supplying and drawing following sizes of FRLS PVC insulated copper
conductor, single core cable in the existing surface/ recessed steel/ PVC
conduit as required.
1.17.1 1 x 1.5 sq. mm Metre 40.00
1.17.2 2x 1.5 sq. mm Metre 62.00
1.17.3 3 x 1.5 sq. mm Metre 84.00
1.17.4 4x 1.5 sq. mm Metre 106.00
1.17.5 5x 1.5 sq. mm Metre 137.00
1.17.6 6 x 1.5 sq. mm Metre 159.00
1.17.7 7 x 1.5 sq. mm Metre 190.00
1.17.8 8 x 1.5 sq. mm Metre 212.00
1.17.9 9x 1.5 sq. mm Metre 252.00
1.17.10 10 x 1.5 sq. mm Metre 274.00
1.17.11 2 x 2.5 sq. mm Metre 86.00
1.17.12 3 x 2.5 sq. mm Metre 121.00
1.17.13 4 x 2.5 sq. mm Metre 155.00
1.17.14 5 x 2.5 sq. mm Metre 199.00
1.17.15 6 x 2.5 sq. mm Metre 233.00
1.17.16 7 x 2.5 sq. mm Metre 276.00
1.17.17 8 x 2.5 sq. mm Metre 311.00
1.17.18 9 x 2.5 sq. mm Metre 363.00
1.17.19 10 x 2.5 sq. mm Metre 397.00
1.17.20 2 x 4 sq. mm Metre 130.00
1.17.21 3 x 4 sq. mm Metre 181.00
1.17.22 4 x 4 sq. mm Metre 123.00
1.17.23 5 x 4 sq. mm Metre 297.00
1.17.24 6 x 4 sq. mm Metre 349.00
1.17.25 7 x 4 sq. mm Metre 402.00
1.17.26 8 x 4 sq. nnm Metre 454.00
1.17.27 9 x 4 sq. mm Metre 509.00
1.17.28 10 x 4 sq. mm Metre 570.00
1.17.29 2 x 6 sq. nnm Metre 190.00
1.17.30 3 x 6 sq. mm Metre 268.00
1.17.31 4 x 6 sq. mm Metre 354.00
1.17.32 5 x 6 sq. mm Metre 432.00
1.17.33 6 x 6 sq. mm Metre 527.00
1.17.34 7 x 6 sq. mm Metre 604.00
1.17.35 8 x 6 sq. mm Metre 690.00
1.17.36 9 x 6 sq. mm Metre 768.00
1.17.37 10 x 6 sq. mm Metre 850.00
1.18 Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated
annealed copper conductor, unarmored telephone cable in the existing surface/
recessed steel/ PVC conduit as required.
1.18.1 1 Pair Metre 27.00
1.18.2 2 Pair Metre 33.00
 229

Item Code Description Unit Justified Rate

1.18.3 4 Pair Metre 48.00
1.19 Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper Metre 42.00
conductor PE insulated, shielded with fine tinned copper braid and
protected with PVC sheath in the existing surface/ recessed steel/ PVC
conduit as required.
1.20 Supplying and fixing of following sizes of steel conduit along with accessories in
surface/recess including painting in case of surface conduit, or cutting the wall
and making good the same in case of recessed conduit as required.

1.20.1 20 mm Metre 197.00

1.20.2 25 mm Metre 226.00
1.20.3 32 mm Metre 287.00
1.20.4 40 mm Metre 414.00
1.20.5 50 mm Metre 514.00
1.21 Supplying and fixing of following sizes of medium class PVC conduit along with
accessories in surface/recess including cutting the wall and making good the
same in case of recessed conduit as required.
1.21.1 20 mm Metre 114.00
1.21.2 25 mm Metre 128.00
1.21.3 32 mm Metre 163.00
1.21.4 40 mm Metre 201.00
1.21.5 50 mm Metre 250.00
1.22 Supplying and fixing metal box of following sizes (nominal size) on surface or in
recess with suitable size of phenolic laminated sheet cover in front including
painting etc. as required.
1.22.1 75 mm X 75 mm X 60 mm deep Each 157.00
1.22.2 100 mm X 100 mm X 60 mm deep Each 184.00
1.22.3 150 mm X 75 mm X 60 mm deep Each 190.00
1.22.4 150 mm X 150 mm X 60 mm deep Each 274.00
1.22.5 180 mm X 100 mm X 60 mm deep Each 215.00
1.22.6 200 mm X 125 mm X 60 mm deep Each 284.00
1.22.7 200 mm X 150 mm X 60 mm deep Each 312.00
1.22.8 200 mm X 150 mm X 75 mm deep Each 319.00
1.22.9 200 mm X 250 mm X 60 mm deep Each 411.00
1.22.10 200 mm X 250 mm X 75 mm deep Each 428.00
1.22.11 200 mm X 150 mm X 100 mm deep Each 362.00
1.22.12 200 mm X 250 mm X 100 mm deep Each 445.00
1.22.13 200 mm X 300 mm X 60 mm deep Each 461.00
1.22.14 200 mm X 300 mm X 100 mm deep Each 492.00
1.22.15 250 mm X 300 mm X 60 mm deep Each 533.00
1.22.16 250 mm X 300 mm X 100 mm deep Each 573.00
1.23 Supplying and fixing following piano type switch/ socket on the existing
switch box/ cover including connections etc. as required.

1.23.1 5/6 amps switch Each 46.00

1.23.2 2 way 5/6 A switch Each 57.00
1.23.3 15/16 A switch Each 108.00
1.23.4 3 pin 5/6 A socket outlet Each 62.00
1.23.5 6 pin 15/16 A socket outlet Each 122.00
1.23.6 Telephone socket outlet Each 98.00
1.23.7 TV antenna socket outlet Each 85.00
1.23.8 Bell push Each 74.00
 230

Item Code Description Unit Justified Rate

1.24 Supplying and fixing following modular switch/ socket on the existing modular
plate & switch box including connections but excluding modular plate etc.
as required.
1.24.1 5/6 A switch Each 92.00
1.24.2 2 way 5/6 A switch Each 131.00
1.24.3 15/16 A switch Each 138.00
1.24.4 3 pin 5/6 A socket outlet Each 108.00
1.24.5 6 pin 15/16 A socket outlet Each 174.00
1.24.6 Telephone socket outlet Each 131.00
1.24.7 TV antenna socket outlet Each 131.00
1.24.8 Bell push Each 124.00
1.25 Supplying and fixing two module stepped type electronic fan regulator on Each 325.00
the existing modular plate switch box including connections but excluding
modular plate etc. as required.
1.26 Supplying and fixing modular blanking plate on the existing modular plate & Each 36.00
switch box excluding modular plate as required.
1.27 Supplying and fixing following size/ modules, GI box alongwith modular
base & cover plate for modular switches in recess etc. as required.

1.27.1 1 or 2 Module (75mmX75mm) Each 263.00

1.27.2 3 Module (100mmX75mm) Each 288.00
1.27.3 4 Module (125mmX75mm) Each 302.00
1.27.4 6 Module (200mmX75mm) Each 353.00
1.27.5 8 Module (125mmX125mm) Each 400.00
1.27.6 12 Module (200mmX150nnm) Each 481.00
1.28 Supplying and fixing following Modular base & cover plate on existing
modular metal boxes etc. as required.
1.28.1 1 or 2 Module Each 118.00
1.28.2 3 Module Each 135.00
1.28.3 4 Module Each 140.00
1.28.4 6 Module Each 161.00
1.28.5 8 Module Each 187.00
1.28.6 12 Module Each 240.00
1.29 Supplying and fixing metal box of 150mm X 75nnm X 60mm deep (nominal Each 317.00
size) on surface or in recess with suitable size of phenolic laminated sheet cover
in front including providing and fixing 3 pin 5/6 A socket outlet and 5/6 A piano
type switch, connections, painting etc. as required.

1.30 Supplying and fixing metal box of 180mm X 100mm X 60mm deep (nominal Each 431.00
size) on surface or in recess with suitable size of phenolic laminated sheet cover
in front including providing and fixing 6 pin 5/6 & 15/16 A socket outlet and
15/16 A piano type switch, connections, painting etc. as required.

1.31 Supplying and fixing suitable size GI box with modular plate and cover in front Each 421.00
on surface or in recess, including providing and fixing 3 pin 5/6 A modular
socket outlet and 5/6 A modular switch, connections etc. as required.

1.32 Supplying and fixing suitable size GI box with modular plate and cover in front Each 517.00
on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A
modular socket outlet and 15/16 A modular switch, connections etc. as
required.
1.33 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ Each 78.00
wooden block including connections etc. as required.
1.34 Supplying and fixing brass batten/ angle holder including connection etc. as Each 117.00
required.
1.35 Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes Each 108.00
and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with
all accessories including connections etc. as required.
 231

Item Code Description Unit Justified Rate

1.36 Supplying and fixing stiff pendent with 300 mm long, 20 mm dia X 1.6 mm Each 270.00
thick steel conduit, aluminium cast back plate and brass holder complete,
including wiring the down rod with 1.5 sq. mm FRLS PVC insulated,
copper conductor, single core cable and painting etc. as required.

1.38 Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete Each 88.00
as required.
1.39 Providing and fixing plain 16/0.20mm (0.50sqmm) twin flat flexible, FRLS PVC Metre 39.00
insulated, copper conductor cable, in PVC sleeve of suitable size on the floor/
wall, or side of the table/ door etc. as required.

1.40 Providing and fixing plain 16/0.20mm (0.50sqmm) twin circular flexible Metre 36.00
FRLS PVC insulated, PVC sheathed copper conductor cable direct on the wall
with PVC clips etc. as required.
1.41 Installation, testing and commissioning of pre-wired, fluorescent fitting / Each 186.00
compact fluorescent fitting of all types, complete with all accessories and
tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq.
mm FRLS PVC insulated, copper conductor, single core cable and earthing
etc. as required.

1.42 Installation, testing and commissioning of pre-wired, fluorescent fitting / Each 420.00
compact fluorescent fitting of all types, complete with all accessories and
tube/lamp etc., including supplying and fixing ball and socket arrangement, 2
Nos. down rods of 20 mm dia X 1.6 mm thick steel conduit upto 30 cm length,
painting and wiring the down rods and connections with 1.5 sq. mm FRLS PVC
insulated, copper conductor, single core cable and earthing etc. as required.

1.43 Providing and fixing extra conduit down rod of 20 mm dia, 2 X 10 cm length, Each 49.00
wiring with 2 X 1.5 sq. mm FRLS PVC insulated, copper conductor, single
core cable including painting etc. as required. (Note: More than 5 cm length
shall be rounded to the nearest 10 cm and 5 cm or less shall be ianored)

1.44 Installation, testing and commissioning of ceiling fan, including wiring the Each 192.00
down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC
insulated, copper conductor, single core cable etc. as required.

1.45 Installation, testing and commissioning of ceiling fan, including wiring the Each 247.00
down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC
insulated, copper conductor, single core cable, including providing and fixing
phenolic laminated sheet cover on the fan box etc. as required.

1.47 Supplying and fixing extra down rod of 10 cm length G.I. pipe ,15 mm dia, Each 41.00
heavy gauge including painting etc. as required. (Note : More than 5 cm
length shall be rounded to the nearest 10 cm and 5 cm or less shall be ignored)

1.48 Supplying and fixing extra conduit down rod of 20 cm length G.I. pipe 15 mm Each 46.00
dia, heavy gauge including painting etc. as required. (Note: More than 5 cm
length shall be rounded to the nearest 10 cm and 5 cm or less shall be ignored)

1.49 Numbering of ceiling fan/ exhaust fan/ fluorescent fittings as required. Each 50.00

1.50 Installation of exhaust fan in the existing opening, including making good the
damage, connection, testing, commissioning etc. as required.

1.50.1 Upto 450 mm sweep Each 405.00

1.50.2 510 mm sweep Each 579.00
1.51 Extra for fixing the louvers/ shutters complete with frame for a exhaust Each 187.00
fan of all sizes.
1.52 Painting of ceiling fan in installed position with one or more coats of spray Each 135.00
painting with synthetic enamel paint of approved brand and manufacture to
give an even shade, including cleaning of surface with detergent etc. as
required.
1.53 Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing
surface/ recessed Steel/ PVC conduit as required.
1.53.1 1 run of cable Metre 51.00
 232

Item Code Description Unit Justified Rate

1.53.2 2 run of cable Metre 84.00
1.53.3 3 run of cable Metre 118.00
1.54 Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call
bell point (without independent switch etc.) with 1.5 sq. mm FRLS PVC
insulated copper conductor single core cable in surface/ recessed steel conduit,
and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor
single core cable etc. as required.

1.54.1 Group A Point 689.00

1.54.2 Group B Point 833.00
1.54.3 Group C Point 970.00
1.55 Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call
bell point ( without independent switch etc.) with 1.5 sq. mm FRLS PVC
insulated copper conductor single core cable in surface/ recessed PVC conduit,
and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor
single core cable etc. as required.

1.55.1 Group A Point 579.00

1.55.2 Group B Point 670.00
1.55.3 Group C Point 762.00
1.56 Supplying and fixing suitable size GI box with modular plate and cover in front Each 599.00
on surface or in recess, including providng and fixing 2 nos. 3 pin 5/6 A modular
socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required.
(For light plugs to be used in non residential buildings).

1.57 Supplying & fixing suitable size GI box wih modular plate and cover in front on Each 641.00
surface or in recess including providing and fixing 25 A modular socket outlet
and 25 A modular SP MCB, "C" curve including connections, painting etc. as
required.
1.58 Supplying and fixing PVC batten/ angle holder including connections etc. as Each 98.00
required.
1.59 Dismantling of ceiling fan and painting the same with with one or more coats of Each 231.00
spray painting with synthetic enamel paint of approved brand and manufacture
to give an even shade, including cleaning of surface with detergent and
replacing the damaged rubber reel, nuts and bolts with washers and safety
pins, reinstalling the same as required.

2 MCCB, MCB & DB'S

2.1 Providing and fixing following capacity TP&N disconnector fuse switch unit
inside the existing panel board with ISI marked HRC fuses including drilling
holes in cubicle panel, making connections, etc. as required.

2.1.1 32A TP&N Each 1,892.00

2.1.2 63A TP&N Each 2,764.00
2.1.3 100A TP&N Each 5,341.00
2.1.4 125A TP&N Each 6,311.00
2.1.5 160A TP&N Each 7,124.00
2.1.6 200A TP&N Each 8,504.00
2.1.7 315A TP&N Each 12,781.00
2.1.8 400A TP&N Each 15,630.00
2.2 Providing and fixing following rating and breaking capacity and pole MCCB
with thermomagnetic release and terminal spreaders in existing cubicle
panel board including drilling holes in cubicle panel, making connections, etc. as
required.
2.2.1 100 A, 16 KA,TPMCCB Each 3,318.00
2.2.2 125 A, 16 KA,TPMCCB Each 4,234.00
2.2.3 150 A, 16 KA,TPMCCB Each 5,261.00
2.2.4 200 A, 16 KA,TPMCCB Each 6,753.00
 233

Item Code Description Unit Justified Rate

2.2.5 200 A, 25 KA,TPMCCB Each 9,668.00
2.2.6 250 A, 25 KA,TPMCCB Each 11,394.00
2.2.7 250 A, 35 KA,TPMCCB Each 12,180.00
2.2.8 315 A, 35 KA,TPMCCB Each 18,937.00
2.2.9 400 A, 35 KA,TPMCCB Each 18,937.00
2.2.10 500 A, 35 KA,TPMCCB Each 22,419.00
2.2.11 630 A, 50 KA,TPMCCB Each 24,441.00
2.2.12 800 A, 50 KA,TPMCCB Each 31,718.00
2.2.13 100 A,30KA,FPMCCB Each 6,778.00
2.2.14 125 A,36KA,FPMCCB Each 7,206.00
2.2.15 200 A,36KA,FPMCCB Each 13,341.00
2.2.16 250 A,36KA,FPMCCB Each 15,362.00
2.2.17 250 A,50KA,FPMCCB Each 16,151.00
2.2.18 400 A,50KA,FPMCCB Each 37,418.00
2.2.19 630 A,50KA,FPMCCB Each 37,792.00
2.3 Supplying and fixing following way, single pole and neutral, sheet steel, MCB
distribution board, 240 V, on surface/ recess, complete with tinned copper bus
bar, neutral bus bar, earth bar, din bar, interconnections, powder painted
including earthing etc. as required. (But without MCB/RCCB/Isolator)

2.3.1 6 way , Double door Each 1,937.00

2.3.2 8 way , Double door Each 2,258.00
2.3.3 12 way , Double door Each 2,032.00
2.3.4 16 way, Double door Each 2,757.00
2.4 Supplying and fixing following way, horizontal type three pole and neutral,
sheet steel, MOB distribution board, 415 V, on surface/ recess, complete
with tinned copper bus bar, neutral bus bar, earth bar, din bar,
interconnections, powder painted including earthing etc. as required. (But
without MCB/RCCB/Isolator)
2.4.1 4 way (4 + 12), Double door Each 3,592.00
2.4.2 6 way (4 + 18), Double door Each 4,365.00
2.4.3 8 way (4 + 24), Double door Each 5,236.00
2.5 Supplying and fixing of following ways surface/ recess mounting, vertical
type, 415 V, TPN MOB distribution board of sheet steel, dust protected, duly
powder painted, inclusive of 200 A tinned copper bus bar, common neutral link,
earth bar, din bar for mounting MCBs (but without MCBs and incomer ) as
required . (Note : Vertical type MOB TPDB is normally used where 3 phase
outlets are required.)

2.5.1 4 way (4 + 12), Double door Each 6,591.00

2.5.2 8 way (4 + 24), Double door Each 8,917.00
2.5.3 12 way (4 + 36), Double door Each 11,256.00
2.10 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature
circuit breaker suitable for inductive load of following poles in the existing
MOB DB complete with connections, testing and commissioning etc. as
required.
2.10.1 Single pole Each 226.00
2.10.2 Single pole and neutral Each 527.00
2.10.3 Double pole Each 577.00
2.10.4 Triple pole Each 885.00
2.10.5 Triple pole and neutral Each 1,079.00
2.11 Supplying and fixing single pole blanking plate in the existing MOB DB complete Each 11.00
etc. as required.
 234

Item Code Description Unit Justified Rate

2.12 Supplying and fixing following rating, double pole, 240 V, isolator in the
existing MOB DB complete with connections, testing and commissioning
etc. as required.
2.12.1 40A Each 383.00
2.12.2 63A Each 465.00
2.13 Supplying and fixing following rating, four pole, 415 V, isolator in the existing
MOB DB complete with connections, testing and commissioning etc.
as required.
2.13.1 40A Each 855.00
2.13.2 63A Each 910.00
2.13.3 100A Each 1,080.00
2.14 Supplying and fixing following rating, double pole, (single phase and neutral),
240 V, residual current circuit breaker (RCCB), having a sensitivity current 30
mA in the existing MCB DB complete with connections, testing and
commissioning etc. as required.

2.14.1 25A Each 1,780.00

2.14.2 40A Each 2,319.00
2.14.3 63A Each 2,389.00
2.15 Supplying and fixing following rating, four pole, (three phase and neutral),
415 volts, residual current circuit breaker (RCCB), having a sensitivity current
30 mA in the existing MCB DB complete with connections, testing and
commissioning etc. as required.
2.15.1 25A Each 2,272.00
2.15.2 40A Each 2,799.00
2.15.3 63A Each 2,523.00
2.16 Supplying and fixing DP sheet steel enclosure on surface/ recess along with Each 1,030.00
25/32 A 240 V "C" curve DP MCB complete with connections, testing and
commissioning etc. as required.
2.17 Supplying and fixing TP sheet steel enclosure on surface/ recess along with Each 1,401.00
16/25/32 A 415 V "C" curve TP MCB complete with connections, testing and
commissioning etc. as required.
2.18 Supplying and fixing 20 A, 240 V, SPN Industrial type socket outlet, with 2 pole Each 1,431.00
and earth, metal enclosed plug top alongwith 20 A "C" curve, SP, MCB, in sheet
steel enclosure, on surface or in recess, with chained metal cover for the socket
out let and complete with connections, testing and commissioning etc. as
required.
2.19 Supplying and fixing 20 A, 415 V, TPN Industrial type socket outlet, with 4 pole Each 2,274.00
and earth, metal enclosed plug top alongwith 20 A "C" curve, TPMCB, in sheet
steel enclosure, on surface or in recess, with chained metal cover for the socket
out let and complete with connections, testing and commissioning etc. as
required.
2.20 Supplying and fixing 30 A, 415 V, TPN Industrial type socket outlet, with 4 pole Each 3,604.00
and earth, metal enclosed plug top alongwith 30 A "C" curve, TPMCB, in sheet
steel enclosure, on surface or in recess, with chained metal cover for the socket
out let and complete with connections, testing and commissioning etc. as
required.
2.21 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of Each 240.00
mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and
with inscription in single red colour on front side as required.

2.22 Providing and fixing H.T. danger notice plate of 250 mm X 200 mm, made of Each 260.00
mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and
with inscription in single red colour on front side as required.

2.23 Supplying and fixing Cable End Box (Loose Wire Box) suitable for following
single pole and neutral, sheet steel, MCB distribution board, 240 Volts, on
surface/ recess, complete with testing and commissioning etc. as required.

2.23.1 For 6 way, Double door SPN MCBDB Each 662.00

2.23.2 For 8 way, Double door SPN MCBDB Each 733.00
2.23.3 For 10 way, Double door SPN MCBDB Each 714.00
 235

Item Code Description Unit Justified Rate

2.23.4 For 14 way, Double door SPN MCBDB Each 794.00
2.24 Supplying and fixing Cable End Box (Loose Wire Box) suitable for following
triple pole and neutral, sheet steel, MCB distribution board, 415 Volts, on
surface/ recess, complete with testing and commissioning etc.as required.

2.24.1 For 4 way, Double door TPN MCBDB Each 950.00

2.24.2 For 6 way, Double door TPN MCBDB Each 989.00
2.24.3 For 8 way, Double door TPN MCBDB Each 1,178.00
2.25 Supplying and fixing Cable End Box (Loose Wire Box) suitable for triple pole and Each 1,029.00
neutral, sheet steel, Vertical MCB distribution board, 415 Volts, on surface/
recess, complete with testing and commissioning etc. as required.

3 RISING MAINS & BUS TRUNKING

3.1 Supplying, installing on wall, testing and commissioning of following capacity
rising mains made of 1.6mm thick IF 42 sheet steel enclosure duly painted with
powder coating, wall straps, fully PVC insulated 4 Nos aluminium bus bars
having current density of 130 Al sq cm at nominal current rating in convenient
sections and suitable for 415 V, 3 phase, 4 wire, 50 Hz, A.C. supply with
extension joints, fire proof barriers, expansion joints, thrust pads including
jointing and earthing with 2 runs of galvanised iron strips etc. as required.
(Rising mains confirming to IS 8623, TEC 439)

3.1.1 200 A (S.C. rating for 1 sec- 15 kA) Metre 6,428.00

3.1.2 300 A (S.C. rating for 1 sec - 20 kA) Metre 6,428.00
3.1.3 400 A (S.C. rating for 1 sec - 25 kA) Metre 8,206.00
3.1.4 600 A (S.C. rating for 1 sec - 45 kA) Metre 9,151.00
3.1.5 800 A (S.C. rating for 1 sec - 50 kA) Metre 10,996.00
3.2 Supplying, installing, testing and commissioning of following capacity
TPN tap off box made of 1.6mm thick sheet steel enclosure duly painted with
powder coating on existing rising mains complete with TPN disconnector FSU
and HRC fuses, connections, earthing etc. as required.

3.2.1 16 A TPN Each 7,143.00

3.2.2 32 A TPN Each 8,956.00
3.2.3 63 A TPN Each 10,126.00
3.2.4 100 A TPN Each 12,463.00
3.2.5 200 A TPN Each 16,563.00
3.2.6 315 A TPN Each 22,509.00
3.2.7 400 A TPN Each 25,617.00
3.3 Supplying, installing, testing and commissioning of following capacity
TPN distribution tap off box made of 1.6mm thick sheet steel enclosure duly
painted with powder coating on existing rising mains complete with HRC fuses,
interconnections, earthing etc. as required.

3.3.1 16 A TPN, 2 way Each 10,713.00

3.3.2 16 A TPN, 4 way Each 23,871.00
3.3.3 16 A TPN, 6 way Each 33,821.00
3.3.4 16 A TPN, 8 way Each 46,822.00
3.3.5 32 A TPN, 2 way Each 13,193.00
3.3.6 32 A TPN, 4 way Each 26,922.00
3.3.7 32 A TPN, 6 way Each 35,345.00
3.3.8 32 A TPN, 8 way Each 49,109.00
3.3.9 63 A TPN, 2 way Each 15,023.00
3.3.10 63 A TPN, 4 way Each 25,396.00
3.3.11 63 A TPN, 6 way Each 27,413.00
 236

Item Code Description Unit Justified Rate

3.3.12 63 A TPN, 8 way Each 47,127.00
3.4 Supplying, installing, testing and commissioning of following capacity
End Feed Unit made of 1.6mm thick sheet steel enclosure duly painted with
powder coating to existing rising mains complete with TPN disconnector FSU
and HRC fuses, mounting stands, cable end box, brass compression gland,
connections, earthing etc. as required.

3.4.1 200 A TPN Each 21,487.00

3.4.2 300 A TPN Each 23,578.00
3.4.3 400 A TPN Each 26,130.00
3.4.4 600 A TPN Each 28,249.00
3.4.5 800 A TPN Each 31,845.00
3.5 Supplying, installation, including suspension, testing and commissioning of
following capacity bus trunking with aluminium bus bars having current density
of 130 A/ sq cm at nominal current rating in 1.6mm thick IF 42 sheet steel
enclosure in convenient sections for use on, 3 phase, 4 wire, 415 V, 50 Hz, A.C.
supply including jointing of sections, flexible joints, expansion joints, bends and
earthing with 2 runs of galvanised iron strips, suspenders, angle iron bracket,
steel fasteners, connecting to earthing system etc. as required.

3.5.1 800A Metre 12,282.00

3.5.2 1000 A Metre 14,495.00
3.5.3 1250 A Metre 18,650.00
3.5.4 1400 A Metre 23,226.00
3.5.5 1600 A Metre 18,729.00
3.6 Supplying, installation, testing and commissioning of following capacity
overhead distribution bus trunking with aluminium bus bars having current
density of 130A/ sq cm at nominal current rating in 1.6mnn thick IF 42 sheet
steel enclosure in convenient sections with provision of tapping points for use
on, 3 phase, 4 wire, 415 volts, 50 Hz, A.C. supply including jointing of sections,
bends, earthing with 2 runs of galvanised iron strips, all installation accessories
etc. as required.

3.6.1 200 A Metre 7,173.00

3.6.2 400 A Metre 9,155.00
3.7 Supplying, installing, testing and commissioning of following capacity TPN tap
of box / plug-in box made of 1.6mm thick sheet steel enclosure duly painted
with powder coating on existing overhead bus bar system complete with TPN
disconnector FSU and HRC fuses, connections, earthing etc. as required.

3.7.1 32A Each 8,956.00

3.7.2 63A Each 10,126.00
3.7.3 100A Each 12,463.00
3.8 Supplying, installing on wall, testing and commissioning of following
capacityAir Insulated Compact Type Rising Mains for use on 3 phase 4 wire 415
volts, 50Hz A.C. supply with enclosure having IP-54 rating after fixing the tap
of boxes and all accessories, made of 1.6mnn thick steel sheet duly powder
coated in convenient sections complete with 4 Nos aluminium bus bars having
current density of 130 Al sq cm at nominal current rating, necessary joints &
expansion joints, fire barrier at each floor, provision of tapping at every metre,
continuous earthing with 2 Nos aluminium strip of suitable size (one on each
side) including, G.I. clamping brackets, angle iron bracket, steel fasteners,
connecting to earthing system etc. as required.

3.8.1 200 A, lsc = 15kA for 1 second Metre 6,996.00

3.8.2 315 A, Isc = 25kA for 1 second Metre 8,174.00
3.8.3 400A, lsc = 30kA for 1 second Metre 9,733.00
 237

Item Code Description Unit Justified Rate

3.8.4 500A, lsc = 35kA for 1 second Metre 9,776.00
3.8.5 630 A, lsc = 50kA for 1 second Metre 11,283.00
3.8.6 800 A, lsc = 50kA for 1 second Metre 16,427.00
3.8.7 1000 A, lsc = 50kA for 1 second Metre 17,012.00
3.8.8 1250 A, lsc = 50kA for 1 second Metre 20,169.00
3.9 Supplying, installing on wall or suspension on ceiling, testing and
commissioning of following capacity Air Insulated Compact Type Bus Trunking
for use on 3 phase 4 wire 415 volts, 50Hz A.C. supply with metal clad enclosure
having IP-54 rating after fixing the tap of boxes and all accessories, made of
1.6mm thick steel sheet duly powder coated in convenient sections complete
with 4 Nos aluminium bus bars having current density of 130 Al sq cm at
nominal current rating, necessary joints, elbow joints & expansion joints, fire
barrier at each floor, continuous earthing with 2 Nos aluminium strip of
suitable size (one on each side) including, G.I. clamping brackets, suspenders,
angle iron bracket, steel fasteners, connecting to earthing system etc. as
required.
3.9.1 200 A, lsc = 15kA for 1 second Metre 7,061.00
3.9.2 315 A, Isc = 25kA for 1 second Metre 8,251.00
3.9.3 400A, lsc = 30kA for 1 second Metre 9,825.00
3.9.4 500 A, Isc = 35kA for 1 second Metre 9,868.00
3.9.5 630 A, lsc = 50kA for 1 second Metre 11,390.00
3.9.6 800 A, lsc = 50kA for 1 second Metre 16,584.00
3.9.7 1000 A, lsc = 50kA for 1 second Metre 16,563.00
3.9.8 1250A, lsc = 50kA for 1 second Metre 19,266.00
3.11 Supplying, installation, testing & commisioning of following capacity End Feed
Unit for the existing Air Insulated Compact Type bus trunking/ rising mains
for use on 3 phase 4 wire 415 volts, 50Hz A.C. supply made with 1.6mm thick
steel sheet enclosure (IP54) duly powder coated with provision of
MCCB/ACB (but without MCCB/ACB) complete with necessary joints
including clamping brackets, angle iron bracket, steel fasteners, connecting to
earthing system etc. as required

3.11.1 200 A, lsc= 15kA for 1 sec Each 7,436.00

3.11.2 315 A, Isc= 25kA for 1 sec Each 8,962.00
3.11.3 400A, lsc= 30kA for 1 sec Each 9,934.00
3.11.4 500 A, Isc= 35kA for 1 sec Each 9,934.00
3.11.5 630 A, lsc= 50kA for 1 sec Each 11,795.00
3.11.6 800A, lsc= 50kA for 1 sec Each 15,697.00
3.11.7 1000A, Isc= 50kA for 1 sec Each 15,697.00
3.11.8 1250A, lsc= 50kA for 1 sec Each 15,697.00
3.12 Supplying, installation, testing & commisioning of following capacity Plug In/
tap off box on the existing Air Insulated Compact Type bus trunking/ rising
mains for use on 3 phase 4 wire 415 volts, 50Hz A.C. supply made with
1.6mm thick sheet steel enclosure (IP54) duly powder coated with provision
of MCCB/ACB (but without MCCB/ACB) complete etc. as required

3.12.1 125 A, lsc= 15kA for 1 sec Each 7,608.00

3.12.2 200A, Isc= 25kA for 1 sec Each 7,608.00
3.12.3 250 A, lsc= 30kA for 1 sec Each 9,332.00
3.12.4 400A, lsc= 35kA for 1 sec Each 9,332.00
3.12.5 500A, lsc= 50kA for 1 sec Each 14,048.00
3.12.6 630A, lsc= 50kA for 1 sec Each 14,048.00
 238

Item Code Description Unit Justified Rate

3.13 Supplying, installing by suspension on ceiling, testing and commissioning
of following capacity Sandwich Type Rising Mains for use on 3 phase 4 wire 415
volts, 50Hz A.C. supply with metal clad enclosure having IP-54 rating after
fixing the tap of boxes and all accessories, made of 1.6mm thick steel sheet
duly powder coated in convenient sections complete with 4 Nos aluminium bus
bars having current density of 130 A/ sq cm at nominal current rating,
necessary joints, elbow joints & expansion joints and bends, fire barrier at each
floor, provision of tapping at every metre, adopter box and copper flexible for
joints, continuous earthing with 2 Nos aluminium strip of suitable size (one on
each side) including, G.I. clamping brackets, suspenders, angle iron bracket,
steel fasteners, connecting to earthing system etc. as required

3.13.1 400A, Isc= 25kA for 1 sec Metre 13,475.00

3.13.2 500 A, lsc= 30kA for 1 sec Metre 14,277.00
3.13.3 630 A, Isc= 50kA for 1 sec Metre 16,855.00
3.13.4 800 A, lsc= 50kA for 1 sec Metre 19,051.00
3.13.5 1000A, lsc= 50kA for 1 sec Metre 21,211.00
3.13.6 1250A, lsc= 50kA for 1 sec Metre 23,155.00
3.13.7 1600A, lsc= 50kA for 1 sec Metre 27,553.00
3.13.8 2000A, lsc= 50kA for 1 sec Metre 35,219.00
3.13.9 2500A, lsc= 50kA for 1 sec Metre 39,107.00
3.13.10 3200A, lsc= 50kA for 1 sec Metre 48,864.00
3.13.11 4000A, lsc= 50kA for 1 sec Metre 82,932.00

4 CABLE TRAYS
4.1 Supplying and installing following size of perforated painted with powder
coating M.S. cable trays with perforation not more than 17.5%, in
convenient sections, joined with connectors, suspended from the ceiling with
M.S. suspenders including bolts & nuts, painting suspenders etc as required.

4.1.1 100 mm width X 50 mm depth X 1.6 mm thickness Metre 474.00

4.1.2 150 mm width X 50 mm depth X 1.6 mm thickness Metre 528.00
4.1.3 200 mm width X 50 mm depth X 1.6 mm thickness Metre 602.00
4.1.4 300 mm width X 50 mm depth X 1.6 mm thickness Metre 679.00
4.1.5 375 mm width X 50 mm depth X 2.0 mm thickness Metre 888.00
4.1.6 450 mm width X 50 mm depth X 2.0 mm thickness Metre 995.00
4.1.7 600 mm width X 50 mm depth X 2.0 mm thickness Metre 1,196.00
4.1.8 300 mm width X 62.5 mm depth X 2.0 mm thickness Metre 812.00
4.1.9 375 mm width X 62.5 mm depth X 2.0 mm thickness Metre 926.00
4.1.10 450 mm width X 62.5 mm depth X 2.0 mm thickness Metre 1,071.00
4.1.11 600 mm width X 62.5 mm depth X 2.0 mm thickness Metre 1,280.00
4.1.12 750 mm width X 62.5 mm depth X 2.0 mm thickness Metre 1,475.00
4.1.13 900 mm width X 62.5 mm depth X 2.0 mm thickness Metre 1,734.00
4.1.14 600 mm width X 75 mm depth X 2.0 mm thickness Metre 1,310.00
4.1.15 750 mm width X 75 mm depth X 2.0 mm thickness Metre 1,487.00
4.1.16 900 mm width X 75 mm depth X 2.0 mm thickness Metre 1,740.00
4.2 Supplying and installing following size of perforated painted with powder
coating M.S. cable trays bends with perforation not more than 17.5%„
joined with connectors, suspended from the ceiling with M.S. suspenders
including bolts & nuts, painting suspenders etc as required.

4.2.1 100 mm width X 50 mm depth X 1.6 mm thickness Each 759.00

4.2.2 150 mm width X 50 mm depth X 1.6 mm thickness Each 891.00
4.2.3 200 mm width X 50 mm depth X 1.6 mm thickness Each 1,074.00
 239

Item Code Description Unit Justified Rate

4.2.4 300 mm width X 50 mm depth X 1.6 mm thickness Each 1,259.00
4.2.5 375 mm width X 50 mm depth X 2.0 mm thickness Each 1,758.00
4.2.6 450 mm width X 50 mm depth X 2.0 mm thickness Each 1,992.00
4.2.7 600 mm width X 50 mm depth X 2.0 mm thickness Each 2,489.00
4.2.8 300 mm width X 62.5 mm depth X 2.0 mm thickness Each 1,583.00
4.2.9 375 mm width X 62.5 mm depth X 2.0 mm thickness Each 1,847.00
4.2.10 450 mm width X 62.5 mm depth X 2.0 mm thickness Each 2,172.00
4.2.11 600 mm width X 62.5 mm depth X 2.0 mm thickness Each 2,599.00
4.2.12 750 mm width X 62.5 mm depth X 2.0 mm thickness Each 3,070.00
4.2.13 900 mm width X 62.5 mm depth X 2.0 mm thickness Each 3,637.00
4.2.14 600 mm width X 75 mm depth X 2.0 mm thickness Each 2,738.00
4.2.15 750 mm width X 75 mm depth X 2.0 mm thickness Each 3,146.00
4.2.16 900 mm width X 75 mm depth X 2.0 mm thickness Each 3,712.00
4.3 Supplying and installing following size of perforated painted with powder
coating M.S. cable trays Tee with perforation not more than 17.5%, joined with
connectors, suspended from the ceiling with M.S. suspenders including bolts
& nuts, painting suspenders etc as required.

4.3.1 100 mm width X 50 mm depth X 1.6 mm thickness Each 878.00

4.3.2 150 mm width X 50 mm depth X 1.6 mm thickness Each 1,039.00
4.3.3 225 mm width X 50 mm depth X 1.6 mm thickness Each 1,267.00
4.3.4 300 mm width X 50 mm depth X 1.6 mm thickness Each 1,496.00
4.3.5 375 mm width X 50 mm depth X 2.0 mm thickness Each 2,110.00
4.3.6 450 mm width X 50 mm depth X 2.0 mm thickness Each 2,417.00
4.3.7 600 mm width X 50 mm depth X 2.0 mm thickness Each 3,008.00
4.3.8 300 mm width X 62.5 mm depth X 2.0 mm thickness Each 1,898.00
4.3.9 375 mm width X 62.5 mm depth X 2.0 mm thickness Each 2,218.00
4.3.10 450 mm width X 62.5 mm depth X 2.0 mm thickness Each 2,598.00
4.3.11 600 mm width X 62.5 mm depth X 2.0 mm thickness Each 3,202.00
4.3.12 750 mm width X 62.5 mm depth X 2.0 mm thickness Each 3,784.00
4.3.13 900 mm width X 62.5 mm depth X 2.0 mm thickness Each 4,397.00
4.3.14 600 mm width X 75 mm depth X 2.0 mm thickness Each 3,295.00
4.3.15 750 mm width X 75 mm depth X 2.0 mm thickness Each 3,878.00
4.3.16 900 mm width X 75 mm depth X 2.0 mm thickness Each 4,491.00
4.4 Supplying and installing following size of perforated painted with powder
coating M.S. cable trays Cross Member with perforation not more than 17.5%,
joined with connectors, suspended from the ceiling with M.S. suspenders
including bolts & nuts, painting suspenders etc as required.

4.4.1 100 mm width X 50 mm depth X 1.6 mm thickness Each 997.00

4.4.2 150 mm width X 50 mm depth X 1.6 mm thickness Each 1,188.00
4.4.3 225 mm width X 50 mm depth X 1.6 mm thickness Each 1,460.00
4.4.4 300 mm width X 50 mm depth X 1.6 mm thickness Each 1,734.00
4.4.5 375 mm width X 50 mm depth X 2.0 mm thickness Each 2,463.00
4.4.6 450 mm width X 50 mm depth X 2.0 mm thickness Each 2,825.00
4.4.7 600 mm width X 50 mm depth X 2.0 mm thickness Each 3,528.00
4.4.8 300 mm width X 62.5 mm depth X 2.0 mm thickness Each 2,214.00
4.4.9 375 mm width X 62.5 mm depth X 2.0 mm thickness Each 2,599.00
4.4.10 450 mm width X 62.5 mm depth X 2.0 mm thickness Each 3,025.00
4.4.11 600 mm width X 62.5 mm depth X 2.0 mm thickness Each 3,729.00
 240

Item Code Description Unit Justified Rate

4.4.12 750 mm width X 62.5 mm depth X 2.0 mm thickness Each 4,433.00
4.4.13 900 mm width X 62.5 mm depth X 2.0 mm thickness Each 5,149.00
4.4.14 600 mm width X 75 mm depth X 2.0 mm thickness Each 3,851.00
4.4.15 750 mm width X 75 mm depth X 2.0 mm thickness Each 4,546.00
4.4.16 900 mm width X 75 mm depth X 2.0 mm thickness Each 5,271.00
4.5 Supplying and installing following size of perforated painted with powder
coating M.S. cable trays Reducer with perforation not more than 17.5%, joined
with connectors, suspended from the ceiling with M.S. suspenders including
bolts & nuts, painting suspenders etc as required.

4.5.1 100 mm width X 50 mm depth X 1.6 mm thickness Each 878.00

4.5.2 150 mm width X 50 mm depth X 1.6 mm thickness Each 1,036.00
4.5.3 225 mm width X 50 mm depth X 1.6 mm thickness Each 1,275.00
4.5.4 300 mm width X 50 mm depth X 1.6 mm thickness Each 1,505.00
4.5.5 375 mm width X 50 mm depth X 2.0 mm thickness Each 2,123.00
4.5.6 450 mm width X 50 mm depth X 2.0 mm thickness Each 2,425.00
4.5.7 600 mm width X 50 mm depth X 2.0 mm thickness Each 3,008.00
4.5.8 300 mm width X 62.5 mm depth X 2.0 mm thickness Each 1,994.00
4.5.9 375 mm width X 62.5 mm depth X 2.0 mm thickness Each 2,326.00
4.5.10 450 mm width X 62.5 mm depth X 2.0 mm thickness Each 2,598.00
4.5.11 600 mm width X 62.5 mm depth X 2.0 mm thickness Each 3,202.00
4.5.12 750 mm width X 62.5 mm depth X 2.0 mm thickness Each 3,734.00
4.5.13 900 mm width X 62.5 mm depth X 2.0 mm thickness Each 4,397.00
4.5.14 600 mm width X 75 mm depth X 2.0 mm thickness Each 3,295.00
4.5.15 750 mm width X 75 mm depth X 2.0 mm thickness Each 3,878.00
4.5.16 900 mm width X 75 mm depth X 2.0 mm thickness Each 4,491.00
4.6 Supplying and installing following size of perforated Hot Dipped Galvanised
Iron cable tray (Galvanisation thickness not less than 50 microns) with
perforation not more than 17.5%, in convenient sections, joined with
connectors, suspended from the ceiling with G.I. suspenders including G.I.
bolts & nuts, etc. as required.
4.6.1 100 mm width X 50 mm depth X 1.6 mm thickness Metre 585.00
4.6.2 150 mm width X 50 mm depth X 1.6 mm thickness Metre 626.00
4.6.3 225 mm width X 50 mm depth X 1.6 mm thickness Metre 783.00
4.6.4 300 mm width X 50 mm depth X 1.6 mm thickness Metre 843.00
4.6.5 375 mm width X 50 mm depth X 2.0 mm thickness Metre 1,061.00
4.6.6 450 mm width X 50 mm depth X 2.0 mm thickness Metre 1,160.00
4.6.7 600 mm width X 50 mm depth X 2.0 mm thickness Metre 1,567.00
4.6.8 300 mm width X 62.5 mm depth X 2.0 mm thickness Metre 1,041.00
4.6.9 375 mm width X 62.5 mm depth X 2.0 mm thickness Metre 1,242.00
4.6.10 450 mm width X 62.5 mm depth X 2.0 mm thickness Metre 1,378.00
4.6.11 600 mm width X 62.5 mm depth X 2.0 mm thickness Metre 1,672.00
4.6.12 750 mm width X 62.5 mm depth X 2.0 mm thickness Metre 1,977.00
4.6.13 900 mm width X 62.5 mm depth X 2.0 mm thickness Metre 2,283.00
4.6.14 600 mm width X 75 mm depth X 2.0 mm thickness Metre 1,712.00
4.6.15 750 mm width X 75 mm depth X 2.0 mm thickness Metre 1,988.00
4.6.16 900 mm width X 75 mm depth X 2.0 mm thickness Metre 2,288.00
 241

Item Code Description Unit Justified Rate

4.7 Supplying and installing following size of perforated Hot Dipped
Galvanised Iron cable tray "bends" (galvanisation not less than 50 microns)
with perforation not more than 17.5%, in convenient sections, joined with
connectors, suspended from the ceiling with G.I. suspenders including G.I.
bolts & nuts, etc. as required.

4.7.1 100 mm width X 50 mm depth X 1.6 mm thickness Each 1,015.00

4.7.2 150 mm width X 50 mm depth X 1.6 mm thickness Each 1,112.00
4.7.3 225 mm width X 50 mm depth X 1.6 mm thickness Each 1,484.00
4.7.4 300 mm width X 50 mm depth X 1.6 mm thickness Each 1,623.00
4.7.5 375 mm width X 50 mm depth X 2.0 mm thickness Each 2,129.00
4.7.6 450 mm width X 50 mm depth X 2.0 mm thickness Each 2,338.00
4.7.7 600 mm width X 50 mm depth X 2.0 mm thickness Each 3,308.00
4.7.8 300 mm width X 62.5 mm depth X 2.0 mm thickness Each 2,084.00
4.7.9 375 mm width X 62.5 mm depth X 2.0 mm thickness Each 2,436.00
4.7.10 450 mm width X 62.5 mm depth X 2.0 mm thickness Each 2,846.00
4.7.11 600 mm width X 62.5 mm depth X 2.0 mm thickness Each 3,270.00
4.7.12 750 mm width X 62.5 mm depth X 2.0 mm thickness Each 4,240.00
4.7.13 900 mm width X 62.5 mm depth X 2.0 mm thickness Each 4,920.00
4.7.14 600 mm width X 75 mm depth X 2.0 mm thickness Each 3,620.00
4.7.15 750 mm width X 75 mm depth X 2.0 mm thickness Each 4,268.00
4.7.16 900 mm width X 75 mm depth X 2.0 mm thickness Each 4,941.00
4.8 Supplying and installing following size of perforated Hot Dipped
Galvanised Iron cable tray "Tee" (galvanisation not less than 50 microns)
with perforation not more than 17.5%, in convenient sections, joined with
connectors, suspended from the ceiling with G.I. suspenders including G.I.
bolts & nuts, etc. as required.

4.8.1 100 mm width X 50 mm depth X 1.6 mm thickness Each 1,162.00

4.8.2 150 mm width X 50 mm depth X 1.6 mm thickness Each 1,211.00
4.8.3 225 mm width X 50 mm depth X 1.6 mm thickness Each 1,724.00
4.8.4 300 mm width X 50 mm depth X 1.6 mm thickness Each 1,889.00
4.8.5 375 mm width X 50 mm depth X 2.0 mm thickness Each 2,491.00
4.8.6 450 mm width X 50 mm depth X 2.0 mm thickness Each 2,753.00
4.8.7 600 mm width X 50 mm depth X 2.0 mm thickness Each 3,936.00
4.8.8 300 mm width X 62.5 mm depth X 2.0 mm thickness Each 2,452.00
4.8.9 375 mm width X 62.5 mm depth X 2.0 mm thickness Each 2,905.00
4.8.10 450 mm width X 62.5 mm depth X 2.0 mm thickness Each 3,330.00
4.8.11 600 mm width X 62.5 mm depth X 2.0 mm thickness Each 4,208.00
4.8.12 750 mm width X 62.5 mm depth X 2.0 mm thickness Each 4,989.00
4.8.13 900 mm width X 62.5 mm depth X 2.0 mm thickness Each 5,803.00
4.8.14 600 mm width X 75 mm depth X 2.0 mm thickness Each 4,253.00
4.8.15 750 mm width X 75 mm depth X 2.0 mm thickness Each 5,028.00
4.8.16 900 mm width X 75 mm depth X 2.0 mm thickness Each 5,827.00
4.9 Supplying and installing following size of perforated Hot Dipped
Galvanised Iron cable tray "Cross member" (galvanisation not less than 50
microns) with perforation not more than 17.5%, in convenient sections, joined
with connectors, suspended from the ceiling with G.I. suspenders including G.I.
bolts & nuts, etc as required.

4.9.1 100 mm width X 50 mm depth X 1.6 mm thickness Each 1,162.00

4.9.2 150 mm width X 50 mm depth X 1.6 mm thickness Each 1,211.00
4.9.3 225 mm width X 50 mm depth X 1.6 mm thickness Each 1,740.00
 242

Item Code Description Unit Justified Rate

4.9.4 300 mm width X 50 mm depth X 1.6 mm thickness Each 2,073.00
4.9.5 375 mm width X 50 mm depth X 2.0 mm thickness Each 2,724.00
4.9.6 450 mm width X 50 mm depth X 2.0 mm thickness Each 3,128.00
4.9.7 600 mm width X 50 mm depth X 2.0 mm thickness Each 3,948.00
4.9.8 300 mm width X 62.5 mm depth X 2.0 mm thickness Each 2,458.00
4.9.9 375 mm width X 62.5 mm depth X 2.0 mm thickness Each 2,857.00
4.9.10 450 mm width X 62.5 mm depth X 2.0 mm thickness Each 3,336.00
4.9.11 600 mm width X 62.5 mm depth X 2.0 mm thickness Each 1,348.00
4.9.12 750mm width X 62.5 mm depth X 2 mm thickness Each 4,989.00
4.9.13 900 mm width X 62.5 mm depth X 2.0 mm thickness Each 5,803.00
4.9.14 600 mm width X 75 mm depth X 2.0 mm thickness Each 2,238.00
4.9.15 750 mm width X 75 mm depth X 2.0 mm thickness Each 3,723.00
4.9.16 900 mm width X 75 mm depth X 2.0 mm thickness Each 4,303.00
4.10 Supplying and installing following size of perforated Hot Dipped
Galvanised Iron cable tray "Reducer" (galvanisation not less than 50 microns)
with perforation not more than 17.5%, in convenient sections, joined with
connectors, suspended from the ceiling with G.I. suspenders including G.I.
bolts & nuts, etc as required.

4.10.1 100 mm width X 50 mm depth X 1.6 mm thickness Each 1,459.00

4.10.2 150 mm width X 50 mm depth X 1.6 mm thickness Each 1,683.00
4.10.3 225 mm width X 50 mm depth X 1.6 mm thickness Each 2,134.00
4.10.4 300 mm width X 50 mm depth X 1.6 mm thickness Each 2,474.00
4.10.5 375 mm width X 50 mm depth X 2.0 mm thickness Each 3,004.00
4.10.6 450 mm width X 50 mm depth X 2.0 mm thickness Each 3,261.00
4.10.7 600 mm width X 50 mm depth X 2.0 mm thickness Each 4,510.00
4.10.8 300 mm width X 62.5 mm depth X 2.0 mm thickness Each 2,971.00
4.10.9 375 mm width X 62.5 mm depth X 2.0 mm thickness Each 3,482.00
4.10.10 450 mm width X 62.5 mm depth X 2.0 mm thickness Each 4,137.00
4.10.11 600 mm width X 62.5 mm depth X 2.0 mm thickness Each 5,209.00
4.10.12 750mm width X 62.5 mm depth X 2 mm thickness Each 5,613.00
4.10.13 900 mm width X 62.5 mm depth X 2.0 mm thickness Each 6,509.00
4.10.14 600 mm width X 75 mm depth X 2.0 mm thickness Each 4,613.00
4.10.15 750 mm width X 75 mm depth X 2.0 mm thickness Each 5,683.00
4.10.16 900 mm width X 75 mm depth X 2.0 mm thickness Each 6,581.00

5 EARTHING
5.1 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, Set 4,662.00
and providing masonry enclosure with cover plate having locking
arrangement and watering pipe etc. (but without charcoal/ coke and salt )
as required.
5.2 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, Each 5,955.00
and providing masonry enclosure with cover plate having locking
arrangement and watering pipe etc. with charcoal/ coke and salt as required.

5.3 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including Set 5,426.00
accessories, and providing masonry enclosure with cover plate having locking
arrangement and watering pipe of 2.7 metre long etc. (but without charcoal/
coke and salt ) as required.
5.4 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including Set 6,492.00
accessories, and providing masonry enclosure with cover plate having locking
arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and
salt as required.
 243

Item Code Description Unit Justified Rate

5.5 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including Set 11,008.00
accessories, and providing masonry enclosure with cover plate having locking
arrangement and watering pipe of 2.7 metre long etc. (but without charcoal/
coke and salt ) as required.
5.6 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including Set 12,075.00
accessories, and providing masonry enclosure with cover plate having locking
arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and
salt as required.
5.7 Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for Metre 44.00
conductor earth electrode, including connection/ termination with GI thimble
etc. as required.
5.8 Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground Metre 852.00
as strip earth electrode, including connection/ terminating with nut, bolt,
spring, washer etc. as required. (Jointing shall be done by overlapping and with
2 sets of brass nut bolt & spring washer spaced at 50mm)

5.9 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as Metre 128.00
strip earth electrode, including connection/ terminating with G.I. nut, bolt,
spring, washer etc. as required. (Jointing shall be done by overlapping and with
2 sets of G.I. nut bolt & spring washer spaced at 50mm)

5.10 Providing and fixing 25 mm X 5 mm copper strip in 40 mm dia G.I. pipe from Metre 1,360.00
earth electrode including connection with brass nut, bolt, spring, washer
excavation and re-filling etc. as required.
5.11 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth Metre 620.00
electrode including connection with G.I. nut, bolt, spring, washer excavation
and re-filling etc. as required.
5.12 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Metre 252.00
Wire in 15 mm dia G.I. pipe from earth electrode including connection with
G.I. thimble excavation and re-filling as required.

5.13 Providing and laying earth connection from earth electrode with 4.00 mm dia Metre 324.00
copper wire in 15 mm dia G.I. pipe from earth electrode including connection
with copper thimble excavation and re-filling as required.

5.14 Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for Metre 1,021.00
connections etc. as required.
5.15 Providing and fixing 25 mm X 5 mm GI. strip on surface or in recess for Metre 216.00
connections etc. as required.
5.16 Providing and fixing 6 SWG dia GI. wire on surface or in recess for loop earthing Metre 62.00
as required.
5.17 Providing and fixing 4.00 mm dia copper wire on surface or in recess for Metre 137.00
loop earthing as required.
5.18 Providing and fixing 6 SWG dia GI. wire on surface or in recess for loop earthing Metre 37.00
along with existing surface/ recessed conduit/ subnnain wiring/ cable as
required.
5.19 Providing and fixing 4.00 mm dia copper wire on surface or in recess for Metre 112.00
loop earthing along with existing surface/ recessed conduit/ submain
wiring/ cable as required.
5.20 Providing and fixing earth bus of 50 mm X 5 mm copper strip on surface for Metre 1,856.00
connections etc. as required.
6 LIGHTNING CONDUCTOR
6.2 Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm Each 457.00
long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I.
base plate including holes etc. complete as required.

6.3 Fixing of lightning conductor finial (single prong) with base plate including holes Each 300.00
etc. complete as required.
6.4 Jointing copper! G.I. tape (with another copper/ G I tape, base of the finial or Each 98.00
any other metallic object) by riveting / nut bolting/ sweating and soldering
etc as required.
6.7 Providing and fixing GI. tape 20 mm X 3 mm thick on parapet or surface of wall Metre 112.00
for lightning conductor complete as required.(For horizontal run)

6.8 Providing and fixing GI. tape 20 mm X 3 mm thick on parapet or surface of wall Metre 175.00
for lightning conductor complete as required.(For vertical run)
 244

Item Code Description Unit Justified Rate

6.9 Fixing of copper/ G.I. tape 20 mm X 3 mm thick on parapet or surface of Metre 72.00
wall for lightning conductor complete as required.(For horizontal run)

6.10 Fixing of copper/ G.I. tape 20 mm X 3 mm thick on parapet or surface of Metre 144.00
wall for lightning conductor complete as required.(For vertical run)

6.12 Providing and fixing testing joint, made of 20 mm X 3 mm thick GI. strip, 125 Each 107.00
mm long, with 4 nos. of al. bolts, nuts, chuck nuts and spring washers etc.
complete as required.
6.14 Providing and laying GI tape 32 mm X 6 mm from earth electrode directly in Metre 171.00
ground as required.
6.15 Laying copper/ G.I. tape 32 mm X 6 mm from earth electrode directly in Metre 66.00
ground as required.
7 MV CABLE LAYING
7.1 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of
1.1 KV grade of following size direct in ground including excavation, sand
cushioning, protective covering and refilling the trench etc as required.

7.1.1 Upto 35 sq. mm Metre 290.00

7.1.2 Above 35 sq. mm and upto 95 sq. mm Metre 305.00
7.1.3 Above 95 sq. mm and upto 185 sq. mm Metre 320.00
7.1.4 Above 185 sq. mm and upto 400 sq. mm Metre 365.00
7.2 Laying of one number additional PVC insulated and PVC sheathed! XLPE power
cable of 1.1 KV grade of following size direct in ground in the same trench in
one tier horizontal formation including excavation, sand cushioning,
protective covering and refilling the trench etc as required.

7.2.1 Upto 35 sq. mm Metre 204.00

7.2.2 Above 35 sq. mm and upto 95 sq. mm Metre 219.00
7.2.3 Above 95 sq. mm and upto 185 sq. mm Metre 234.00
7.2.4 Above 185 sq. mm and upto 400 sq. mm Metre 279.00
7.3 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of
1.1 KV grade of following size direct in ground including excavation and
refilling the trench etc as required, but excluding sand cushioning and
protective covering.
7.3.1 Upto 35 sq. mm Metre 145.00
7.3.2 Above 35 sq. mm and upto 95 sq. mm Metre 160.00
7.3.3 Above 95 sq. mm and upto 185 sq. mm Metre 175.00
7.3.4 Above 185 sq. mm and upto 400 sq. mm Metre 220.00
7.4 Laying of one number additional PVC insulated and PVC sheathed! XLPE power
cable of 1.1 KV grade of following size direct in ground in the same trench in
one tier horizontal formation including excavation and refilling the trench
etc as required, but excluding sand cushioning and protective covering.

7.4.1 Upto 35 sq. mm Metre 93.00

7.4.2 Above 35 sq. mm and upto 95 sq. mm Metre 108.00
7.4.3 Above 95 sq. mm and upto 185 sq. mm Metre 123.00
7.4.4 Above 185 sq. mm and upto 400 sq. mm Metre 168.00
7.5 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of
1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as
required.
7.5.1 Upto 35 sq. mm Metre 32.00
7.5.2 Above 35 sq. mm and upto 95 sq. mm Metre 50.00
7.5.3 Above 95 sq. mm and upto 185 sq. mm Metre 67.00
7.5.4 Above 185 sq. mm and upto 400 sq. mm Metre 117.00
7.6 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of
1.1 KV grade of following size in the existing masonry open duct as
required.
 245

Item Code Description Unit Justified Rate

7.6.1 Upto 35 sq. mm Metre 25.00
7.6.2 Above 35 sq. mm and upto 95 sq. mm Metre 40.00
7.6.3 Above 95 sq. mm and upto 185 sq. mm Metre 55.00
7.6.4 Above 185 sq. mm and upto 400 sq. mm Metre 100.00
7.7 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power
cable of 1.1 KV grade of following size on wall surface as required.

7.7.1 Upto 35 sq. mm (clamped with 1mm thick saddle) Metre 48.00
7.7.2 Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp) Metre 114.00

7.7.3 Above 95 sq. mm and upto 185 sq. mm (clamped with 25/40x3mm MS flat Metre 135.00
clamp)
7.7.4 Above 185 sq. mm and upto 400 sq. mm (clamped with 40x3mm MS flat clamp) Metre 198.00

7.8 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE
power cable of 1.1 KV grade of following size on cable tray as required.

7.8.1 Upto 35 sq. mm (clamped with 1mm thick saddle) Each 39.00
7.8.2 Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp) Metre 81.00

7.8.3 Above 95 sq. mm and upto 185 sq. mm (clamped with 25/40x3mm MS flat Metre 101.00
clamp)
7.8.4 Above 185 sq. mm and upto 400 sq. mm (clamped with 40x3mm MS flat clamp) Metre 162.00

7.9 Supplying and making cable route marker with cement concrete 1:2:4 (1 Each 489.00
cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) of
size 60 cm X 60 cm at the bottom and 50 cm X 50 cm at the top with a
thickness of 10cm including inscription duly engraved as reauired.

7.10 Supplying and fixing cable route marker with 10 cm X 10 cm X 5 mm thick G.I. Each 444.00
plate with inscription there on, bolted /welded to 35 mm X 35 mm X 6 mm
angle iron, 60 cm long and fixing the same in ground as required.

8 HT CABLE LAYING
8.1 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of
11 KV grade of following size direct in ground including excavation, sand
cushioning, protective covering and refilling the trench etc as required.

8.1.1 Upto 120 sq. mm Metre 392.00

8.1.2 Above 120 sq. mm and upto 400 sq. mm Metre 437.00
8.2 Laying of one number additional PVC insulated and PVC sheathed / XLPE power
cable of 11 KV grade of following size direct in ground in the same trench in
one tier horizontal formation including excavation, sand cushioning,
protective covering and refilling the trench etc as required.

8.2.1 Upto 120 sq. mm Metre 275.00

8.2.2 Above 120 sq. mm and upto 400 sq. mm Metre 320.00
8.3 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of
11 KV grade of following size in the existing RCC/ HUME/ METAL pipe as
required.
8.3.1 Upto 120 sq. mm Metre 67.00
8.3.2 Above 120 sq. mm and upto 400 sq. mm Metre 117.00
8.4 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of
11 KV grade of following size in the existing masonry open duct as required.

8.4.1 Upto 120 sq. mm Metre 55.00

8.4.2 Above 120 sq. mm and upto 400 sq. mm Metre 100.00
8.5 Laying of one number XLPE power cable of 33 KV grade of following size direct
in ground including excavation, sand cushioning, protective covering and
refilling the trench etc as required.
 246

Item Code Description Unit Justified Rate

8.5.1 Upto 120 sq. mm Metre 397.00
8.5.2 Above 120 sq. mm and upto 400 sq. mm Metre 442.00
8.6 Laying of one number additional XLPE power cable of 33 KV grade of following
size direct in ground in the same trench in one tier horizontal formation
including excavation, sand cushioning, protective covering and refilling
the trench etc as required.

8.6.1 Upto 120 sq. mm Metre 280.00

8.6.2 Above 120 sq. mm and upto 400 sq. mm Metre 325.00
8.7 Laying of one number XLPE power cable of 33 KV grade of following size in the
existing RCC/ HUME/ METAL pipe as required.
8.7.1 Upto 120 sq. mm Metre 72.00
8.7.2 Above 120 sq. mm and upto 400 sq. mm Metre 122.00
8.8 Laying of one number XLPE power cable of 33 KV grade of following size in the
existing masonry open duct as required.
8.8.1 Upto 120 sq. mm Metre 60.00
8.8.2 Above 120 sq. mm and upto 400 sq. mm Metre 105.00

9 MV CABLE JOINTING & END TERMINATION

9.1 Supplying and making end termination with brass compression gland and
aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE
aluminium conductor cable of 1.1 KV grade as required.

9.1.1 2 X 6 sq. mm (19mm) Each 215.00

9.1.2 2 X 10 sq. mm (19mm) Each 216.00
9.1.3 2 X 16 sq. mm (22mm) Each 230.00
9.1.4 2 X 25 sq. mm (22mm) Each 232.00
9.1.5 2 X 35 sq. mm (25mm) Each 278.00
9.1.6 2 X 50 sq. mm (28mm) Each 314.00
9.1.7 3 X 10 sq. mm (22mm) Each 230.00
9.1.8 3 X 16 sq. mm (25mm) Each 242.00
9.1.9 3 X 25 sq. mm (25mm) Each 246.00
9.1.10 3 X 35 sq. mm (28mm) Each 314.00
9.1.11 3 X 50 sq. mm (32mm) Each 333.00
9.1.12 3 X 70 sq. mm (35mm) Each 378.00
9.1.13 3 X 95 sq. mm (38mm) Each 484.00
9.1.14 3 X 120 sq. mnn (45mm) Each 532.00
9.1.15 3X 150 sq. mm (50mm) Each 605.00
9.1.16 3 X 185 sq. mm (57mm) Each 763.00
9.1.17 3 X 225 sq. mm (62mm) Each 862.00
9.1.18 3 X 240 sq. mm (62mm) Each 891.00
9.1.19 3 X 300 sq. mm (70mm) Each 1,032.00
9.1.20 31/2X 25 sq. mm (28mm) Each 280.00
9.1.21 31/2X 35 sq. mm (32mm) Each 329.00
9.1.22 3% X 50 sq. mm (35mm) Each 368.00
9.1.23 312 X 70 sq. mm (38mm) Each 417.00
9.1.24 312 X 95 sq. mm (45mm) Each 524.00
9.1.25 312 X 120 sq. mm (45mm) Each 545.00
9.1.26 3% X 150 sq. mm (50mm) Each 619.00
9.1.27 312 X 185 sq. mm (57mm) Each 777.00
9.1.28 312 X 225 sq. mm (62mm) Each 882.00
9.1.29 3% X 240 sq. mm (62mm) Each 911.00
 247

Item Code Description Unit Justified Rate

9.1.30 312 X 300 sq. mm (70mm) Each 1,058.00
9.1.31 312 X 400 sq. mm (82mm) Each 1,374.00
9.1.32 4 X 10 sq. mm (25mm) Each 241.00
9.1.33 4 X 16 sq. mm (28mm) Each 276.00
9.1.34 4 X 25 sq. mm (28mm) Each 281.00
9.1.35 4 X 35 sq. mm (32mm) Each 330.00
9.1.36 4 X 50 sq. mm (35mm) Each 372.00
9.2 Supplying and making outdoor end termination with cast resin compound
including aluminium lugs and other jointing materials for following size of PVC
insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV
grade as required.
9.2.1 2 X 16 sq. mm Each 1,161.00
9.2.2 2 X 25 sq. mm Each 1,249.00
9.2.3 2 X 35 sq. mm Each 1,249.00
9.2.4 2 X 50 sq. mm Each 1,249.00
9.2.5 3 X 16 sq. mm Each 1,249.00
9.2.6 3 X 25 sq. mm Each 1,249.00
9.2.7 3 X 35 sq. mm Each 1,249.00
9.2.8 3 X 50 sq. mm Each 1,331.00
9.2.9 3 X 70 sq. mm Each 1,331.00
9.2.10 3 X 95 sq. mm Each 1,594.00
9.2.11 3 X 120 sq. mm Each 1,594.00
9.2.12 3 X 150 sq. mm Each 1,594.00
9.2.13 3 X 185 sq. mm Each 2,114.00
9.2.14 3 X 225 sq. mm Each 2,114.00
9.2.15 3 X 240 sq. mm Each 2,437.00
9.2.16 3 X 300 sq. mm Each 2,437.00
9.2.17 31/ X 25 sq. mm Each 1,249.00
9.2.18 3% X 35 sq. mm Each 1,331.00
9.2.19 3% X 50 sq. mm Each 1,331.00
9.2.20 31/2X 70 sq. mm Each 1,455.00
9.2.21 31/ X 95 sq. mm Each 1,594.00
9.2.22 3% X 120 sq. mm Each 1,594.00
9.2.23 3% X 150 sq. mm Each 2,114.00
9.2.24 312 X 185 sq. mm Each 1,673.00
9.2.25 31/2X 225 sq. mm Each 2,437.00
9.2.26 3% X 240 sq. mm Each 2,437.00
9.2.27 3% X 300 sq. mm Each 2,733.00
9.2.28 312 X 400 sq. mm Each 3,113.00
9.2.29 4 X 16 sq. mm Each 1,249.00
9.2.30 4 X 25 sq. mm Each 1,249.00
9.2.31 4 X 35 sq. mm Each 1,331.00
9.2.32 4 X 50 sq. mm Each 1,331.00
9.3 Supplying and making straight through joint with cast resin compound
including ferrules and other jointing materials for following size of PVC
insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV
grade as required.
9.3.1 2 X 16 sq. mm Each 2,356.00
9.3.2 2 X 25 sq. mm Each 2,356.00
9.3.3 2 X 35 sq. mm Each 2,356.00
 248

Item Code Description Unit Justified Rate

9.3.4 2 X 50 sq. mm Each 2,678.00
9.3.5 3 X 16 sq. mm Each 2,678.00
9.3.6 3 X 25 sq. mm Each 2,356.00
9.3.7 3 X 35 sq. mm Each 2,356.00
9.3.8 3 X 50 sq. mm Each 2,678.00
9.3.9 3 X 70 sq. mm Each 3,118.00
9.3.10 3 X 95 sq. mm Each 3,330.00
9.3.11 3 X 120 sq. mm Each 3,726.00
9.3.12 3 X 150 sq. mm Each 3,726.00
9.3.13 3 X 185 sq. mm Each 4,415.00
9.3.14 3 X 225 sq. mm Each 4,987.00
9.3.15 3 X 240 sq. mm Each 4,987.00
9.3.16 3 X 300 sq. mm Each 6,425.00
9.3.17 31/2X 25 sq. mm Each 2,678.00
9.3.18 31/ X 35 sq. mm Each 2,678.00
9.3.19 3% X 50 sq. mm Each 3,118.00
9.3.20 31/2X 70 sq. mm Each 3,145.00
9.3.21 31/2X 95 sq. mm Each 3,726.00
9.3.22 31/2X 120 sq. mm Each 4,415.00
9.3.23 31/2X 150 sq. mm Each 4,415.00
9.3.24 31/ X 185 sq. mm Each 4,987.00
9.3.25 3% X 225 sq. mm Each 5,075.00
9.3.26 31/ X 240 sq. mm Each 6,130.00
9.3.27 31/ X 300 sq. mm Each 7,525.00
9.3.28 3% X 400 sq. mm Each 4,443.00
9.3.29 4 X 16 sq. mm Each 2,356.00
9.3.30 4 X 25 sq. mm Each 2,678.00
9.3.31 4 X 35 sq. mm Each 2,678.00
9.3.32 4 X 50 sq. mm Each 3,118.00
9.4 Supplying and making straight through joint with heat shrinkable kit including
ferrules and other jointing materials for following size of PVC insulated and
PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as
required.
9.4.1 2 X 16 sq. mm Each 1,913.00
9.4.2 2 X 25 sq. mm Each 2,185.00
9.4.3 2 X 35 sq. mm Each 2,185.00
9.4.4 2 X 50 sq. mm Each 2,185.00
9.4.5 3 X 16 sq. mm Each 1,913.00
9.4.6 3 X 25 sq. mm Each 2,185.00
9.4.7 3 X 35 sq. mm Each 2,185.00
9.4.8 3 X 50 sq. mm Each 2,185.00
9.4.9 3 X 70 sq. mm Each 2,961.00
9.4.10 3 X 95 sq. mm Each 3,100.00
9.4.11 3X 120 sq. mm Each 3,996.00
9.4.12 3 X 150 sq. mm Each 3,996.00
9.4.13 3 X 185 sq. mm Each 3,996.00
9.4.14 3 X 225 sq. mm Each 4,330.00
9.4.15 3 X 240 sq. mm Each 4,330.00
9.4.16 3 X 300 sq. mm Each 5,380.00
 249

Item Code Description Unit Justified Rate

9.4.17 3% X 25 sq. mm Each 2,185.00
9.4.18 31/ X 35 sq. mm Each 2,185.00
9.4.19 3% X 50 sq. mm Each 2,185.00
9.4.20 31/ X 70 sq. mm Each 2,961.00
9.4.21 31/ X 95 sq. mm Each 3,100.00
9.4.22 3% X 120 sq. mm Each 3,996.00
9.4.23 31/ X 150 sq. mm Each 3,996.00
9.4.24 3% X 185 sq. mm Each 3,996.00
9.4.25 31/ X 225 sq. mm Each 4,330.00
9.4.26 3% X 240 sq. mm Each 4,330.00
9.4.27 31/ X 300 sq. mm Each 5,380.00
9.4.28 3% X 400 sq. mm Each 7,010.00
9.4.29 4 X 16 sq. mm Each 1,913.00
9.4.30 4 X 25 sq. mm Each 2,185.00
9.4.31 4 X 35 sq. mm Each 2,961.00
9.4.32 4 X 50 sq. mm Each 2,961.00

10 HV CABLE JOINTING & END TERMINATION

10.1 Supplying and making indoor cable end jointing with cast resin
compound, including lugs and other jointing materials, for following size of 3
core, XLPE aluminium conductor cable of 11 KV grade as required:

10.1.1 70 sq. mm Each 1,844.00

10.1.2 120 sq. mm Each 2,366.00
10.1.3 240 sq. nnm Each 3,163.00
10.1.4 300 sq. mm Each 3,215.00
10.2 Supplying and making outdoor cable end jointing with cast resin compound,
including lugs and other jointing materials, for following size of 3 core, XLPE
aluminium conductor cable of 11 KV grade as required:

10.2.1 70 sq. mm Each 4,207.00

10.2.2 120 sq. mm Each 4,773.00
10.2.3 240 sq. mm Each 5,568.00
10.2.4 300 sq. mm Each 5,568.00
10.3 Supplying and making straight through cable jointing with cast resin compound,
including ferrule and other jointing materials, for following size of 3 core,
XLPE aluminium conductor cable of 11 KV grade as required:

10.3.1 70 sq. mm Each 4,009.00

10.3.2 120 sq. mm Each 4,544.00
10.3.3 240 sq. mm Each 6,727.00
10.3.4 300 sq. mm Each 7,650.00
10.4 supplying and making indoor cable end termination with heat shrinkable
jointing kit complete with all accessories including lugs suitable for following
size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required:

10.4.1 70 sq. mm Each 10,706.00

10.4.2 120 sq. mm Each 13,164.00
10.4.3 240 sq. mm Each 14,297.00
10.4.4 300 sq. mm Each 14,297.00
10.5 Supplying and making outdoor cable end termination with heat shrinkable
jointing kit complete with all accessories including lugs suitable for following
size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required:
 250

Item Code Description Unit Justified Rate

10.5.1 70 sq. mm Each 16,025.00
10.5.2 120 sq. mm Each 17,664.00
10.5.3 240 sq. mm Each 20,038.00
10.5.4 300 sq. mm Each 20,038.00
10.6 Supplying and making straight through cable jointing with heat shrinkable
jointing kit complete with all accessories including ferrules suitable for
following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as
required:
10.6.1 70 sq. mm Each 25,591.00
10.6.2 120 sq. mm Each 33,432.00
10.6.3 240 sq. mm Each 36,782.00
10.6.4 300 sq. mm Each 36,782.00
10.7 Supplying and making indoor cable end termination with heat shrinkable
jointing kit complete with all accessories including lugs suitable for following
size of 3 core, XLPE aluminium conductor cable of 33 KV grade as required:

10.7.1 70 sq. mm Each 17,421.00

10.7.2 120 sq. mm Each 26,420.00
10.7.3 240 sq. mm Each 30,052.00
10.8 Supplying and making outdoor cable end termination with heat shrinkable
jointing kit complete with all accessories including lugs suitable for following
size of 3 core, XLPE aluminium conductor cable of 33 KV grade as required :

10.8.1 70 sq. mm Each 27,700.00

10.8.2 120 sq. mm Each 36,168.00
10.8.3 240 sq. mm Each 62,869.00
10.9 Supplying and making straight through cable jointing with heat shrinkable
jointing kit complete with all accessories including ferrules suitable for
following size of 3 core, XLPE aluminium conductor cable of 33 KV grade as
required :
10.9.1 70 sq. mm Each 48,110.00
10.9.2 120 sq. mm Each 61,091.00
10.9.3 240 sq. mm Each 86,524.00

11 POLE ERECTION
11.1 Erection of RCC/ PCC pole of following length in brick ballast and ramming the
foundation, finishing with 150mm thick cement concrete (1:3:6) layer on
top with including excavation and refilling etc as required.

11.1.1 Above 4.5 metre and upto 6.5 metre Each 4,707.00
11.1.2 Above 6.5 metre and upto 8.0 metre Each 5,204.00
11.1.3 Above 8.0 metre and upto 11.0 metre Each 6,231.00
11.1.4 Above 11.00 metre and upto 13.00 metre Each 6,811.00
11.2 Erection of RCC/ PCC pole strut in brick ballast and ramming the foundation Each 8,144.00
including excavation and refilling and secured with holding clamps, bolts,
nuts, etc. as required.
11.3 Erection of metallic pole of following length in cement concrete 1:3:6 (1
cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
foundation including excavation and refilling etc. as required.

11.3.1 Above 4.5 metre and upto 6.5 metre Each 4,341.00
11.3.2 Above 6.5 metre and upto 8.0 metre Each 5,125.00
11.3.3 Above 8.0 metre and upto 10.0 metre Each 5,964.00
11.3.4 Above 10.00 metre and upto 12.00 metre Each 6,876.00
11.4 Erection of steel tubular or rail pole strut in cement concrete 1:3:6 (1 cement : Each 7,371.00
3 coarse sand : 6 graded stone aggregate 40 mm nominal size ) foundation
including excavation and refilling and secured with holding clamps, bolts, nuts,
etc. as required.
 251

Item Code Description Unit Justified Rate

11.5 Providing and making steel pole collar with cement concrete (1 cement: 3 cum 6,404.00
coarse sand : 6 stone aggregate 20mm) of specified size and shape including
form work, plastering if required, curing etc as required. (volume of pole/ pipe
not to be deducted)
11.6 Supplying and embedding following dia G.I. pipe (medium class) in pole collar/
foundation (during casting) for cable entry including bending the pipe to the
required shape complete as required.

11.6.1 32 mm dia Metre 460.00

11.6.2 40 mm dia Metre 516.00

12 MV OVER HEAD LINE WORK

12.1 Supplying and erection of stay set complete (galvanised) with 19/20 mm dia X Each 4,708.00
1.8 metres long stay rod, anchor plate of size 45 cm X 45 cm X 7.5 mm,
thimble, stay clamps, turn buckle ( 20 mm X 60 cm), 7/ 4.00 mm dia G.I. stay
wire and strain insulator etc in cement concrete 1:3:6 (1 cement : 3 coarse
sand : 6 graded stone aggregate 40 mm nominal size ) foundation
including excavation and refilling etc. as required.

12.2 Supplying and erection of stay set complete (galvanised) with 19/20 mm dia X Each 4,593.00
1.8 metres long stay rod, anchor plate of size 45 cm X 45 cm X 7.5 mm,
thimble, stay clamps, turn buckle ( 20 mm X 60 cm), 7/ 3.15 mm dia G.I. stay
wire and strain insulator etc in cement concrete 1:3:6 (1 cement : 3 coarse
sand : 6 graded stone aggregate 40 mm nominal size ) foundation
including excavation and refilling etc. as required.

12.3 Supplying and erection of stay set complete (galvanised) with 19/20 mm dia X Each 4,543.00
1.8 metres long stay rod, anchor plate of size 45 cm X 45 cm X 7.5 mm,
thimble, stay clamps, bow tightener, 7/ 4.00 mm dia G.I. stay wire and strain
insulator etc in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded
stone aggregate 40 mm nominal size ) foundation including excavation and
refilling etc. as required.

12.4 Supplying and erection of stay set complete (galvanised) with 19/20 mm dia X Each 4,423.00
1.8 metres long stay rod, anchor plate of size 45 cm X 45 cm X 7.5 mm,
thimble, stay clamps, bow tightener, 7/ 3.15 mm dia G.I. stay wire and strain
insulator etc in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded
stone aggregate 40 mm nominal size ) foundation including excavation and
refilling etc. as required.

12.5 Supplying and erection of bow stay set complete (galvanised) with 19/20 mm Each 5,031.00
dia X 1.8 metres long stay rod, anchor plate of size 45 cm X 45 cm X 7.5 mm,
thimble, stay clamps, turn buckle ( 20 mm X 60 cm ), 7/ 4.00 mm dia G.I. stay
wire and strain insulator etc in cement concrete 1:3:6 (1 cement : 3 coarse
sand : 6 graded stone aggregate 40 mm nominal size ) foundation
including excavation and refilling and also with 0.6 m long brace of size 50 mm
X 50 mm X 6 mm angle iron with 50 mm dia pulley fixed at one end of the
brace as required.

12.6 Supplying and erection of bow stay set complete (galvanised) with 19/20 mm Each 4,911.00
dia X 1.8 metres long stay rod, anchor plate of size 45 cm X 45 cm X 7.5 mm,
thimble, stay clamps, turn buckle ( 20 mm X 60 cm ), 7/ 3.15 mm dia G.I. stay
wire and strain insulator etc in cement concrete 1:3:6 (1 cement : 3 coarse
sand : 6 graded stone aggregate 40 mm nominal size ) foundation
including excavation and refilling and also with 0.6 m long brace of size 50 mm
X 50 mm X 6 mm angle iron with 50 mm dia pulley fixed at one end of the
brace as required.

12.7 Supplying and erection of bow stay set complete (galvanised) with 19/20 mm Each 4,866.00
dia X 1.8 metres long stay rod, anchor plate of size 45 cm X 45 cm X 7.5 mm,
thimble, stay clamps, bow tightener), 7/ 4.00 mm dia G.I. stay wire and strain
insulator etc in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded
stone aggregate 40 mm nominal size ) foundation including excavation and
refilling and also with 0.6 m long brace of size 50 mm X 50 mm X 6 mm angle
iron with 50 mm dia pulley fixed at one end of the brace as required.
 252

Item Code Description Unit Justified Rate

12.8 Supplying and erection of bow stay set complete (galvanised) with 19/20 mm Each 4,746.00
dia X 1.8 metres long stay rod, anchor plate of size 45 cm X 45 cm X 7.5 mm,
thimble, stay clamps, bow tightener), 7/ 3.15nnm dia G.I. stay wire and strain
insulator etc in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded
stone aggregate 40 mm nominal size ) foundation including excavation and
refilling and also with 0.6 m long brace of size 50 mm X 50 mm X 6 mm angle
iron with 50 mm dia pulley fixed at one end of the brace as required.

12.9 Erection of stay set complete (galvanised) in cement concrete 1:3:6 (1 cement Each 3,443.00
: 3 coarse sand : 6 graded stone aggregate 40 mm nominal size )
foundation including excavation and refilling etc. as required.

12.10 Supplying of channel iron 75 mm X 40 mm X 6 mm (7.14 kg per metre) cross Set 678.00
arm for 2 wire over head line complete with clamps, bolts, nuts and washer etc
including drilling of holes for insulator pins etc (as per drawing) and painting
with primer and finished paint as reauired.

12.11 Supplying of channel iron 75 mm X 40 mm X 6 mm (7.14 kg per metre) cross Set 1,118.00
arm for 4 wire over head line complete with clamps, bolts, nuts and washer etc
including drilling of holes for insulator pins etc (as per drawing) and painting
with primer and finished paint as required.

12.12 Erection of angle iron/ channel iron cross arm on wood/ RCC/ PCC/ steel Set 274.00
tubular/ rail pole etc. as required.
12.13 Supplying and erection of galvanised 'D' iron clamps complete with shackle Set 238.00
insulator (75 mm X 90 mm),G. I. bolts, nuts and washers, coach screws etc. as
required.
12.14 Supplying and erection of galvanised 'D iron clamps complete with shackle Set 262.00
insulator (100 mm X 110 mm), GI bolts, nuts and washers, coach screws etc.
as required.
12.15 Erection of galvanised 'D' iron clamps and insulator on pole as required. Set 70.00

12.16 Supplying and erection of 75 mm X 90 mm shackle insulator with G. I. Bolt, Set 159.00
nuts and straps etc. as required .
12.17 Supplying and erection of 100 mm X 110 mm shackle insulator with G. I. Bolt, Set 183.00
nuts and straps etc. as required .
12.18 Supplying and erection of 100 mm X 65 mm pin insulator complete with G. I. Set 133.00
Spindle and nuts etc. as required .
12.19 Supplying and erection of 100 mm X 80 mm pin insulator complete with G. I. Set 133.00
Spindle and nuts etc. as required .
12.20 Erection of LV/MV shackle/pin insulator etc. as required. Set 75.00
12.21 Erection of ACSR conductor of 7/2.11 mm to 7/3.00 mm diameter including Kg 178.00
binding etc. as required.
12.22 Erection of ACSR conductor of 7/3.35 mm to 7/4.00 diameter and above Kg 236.00
including binding etc. as required.
12.23 Erection of all aluminium conductor of 7/1.96 mm to 7/3.10 mm diameter Kg 234.00
including binding etc. as required.
12.24 Erection of all aluminium conductor of 7/3.40 mm to 7/4.00 mm diameter Kg 180.00
and above including binding etc. as required.
12.25 Erection of G.I. Wire No. 8 SWG including binding etc. as required. Kg 36.00
12.26 Erection of hexagonal type guard as required. Each 194.00
12.27 Erection of ring type guard as required. Each 65.00
12.28 Erection of cradle guard as required. Each 129.00
12.29 Supplying and erection of 15 A aerial fuse complete as required. Each 115.00
12.30 Supplying and erection of 30 A aerial fuse complete as required. Each 123.00
12.31 Erection of aerial fuse as required. Each 100.00
12.32 Supplying and fixing MV horn gap lightening arrestor as required. Each 241.00
12.33 Fixing of MV lightning arrestor as required. Each 149.00
 253

Item Code Description Unit Justified Rate

12.34 Supplying and fixing of 32 mm dia X 2.00 metres long GI. pipe (medium Each 1,300.00
class) bracket for mounting of fluorescent / HPMV / HPSV street light fitting on
pole including bending the pipe to the required shape, 2 nos 40 mm X 3 mm flat
iron clamps with nuts, bolts and washer, painting the flat iron with primer and
finish paint etc. as reauired.

12.35 Providing and fixing 50 mm dia X 3.2 metres G.I. pipe (including accessories) Each 2,661.00
complete with 50 mm X 50 mm X 6 mm angle iron bracket on wall and 75 mm
X 90 mm shackle insulator with straps for house service connection including
painting the angle and flat iron with primer and finish paint etc. as required.

12.36 Providing and fixing 50 mm dia X 5.6 metres Cl. pipe (including accessories) Each 4,237.00
complete with 50 mm X 50 mm X 6 mm angle iron cross arm and 40 mm X
3mm M.S. flat iron clamps bends for guard wire, 75 mm X 90 mm shackle
insulator and straps, 7/ 3.15 mm G.I. wire stay set for house service connection
including painting the angle and flat iron with primer and finish paint etc. as
required.
12.37 Supplying and fixing of light class G.I. pipe of 50 mm dia. (nominal) 3 metres Each 2,252.00
length along the pole for protection of under ground cable as required.

12.38 Supplying and fixing of light class G.I. pipe of 80 mm dia. (nominal) 3 metres Each 3,166.00
length along the pole for protection of under ground cable as required.

12.39 Supplying and fixing of light class G.I. pipe of 100 mm dia. (nominal) 3 metres Each 4,307.00
length along the pole for protection of under ground cable as required.

12.40 Dismantling of over head lines comprising of copper/ aluminium over head Kg 78.00
conductor, Cl. wire, cross arms, insulators etc. as required.

12.41 Dismantling of pole/ street light standard/ strut embedded in brick ballast Each 1,745.00
foundation etc. as required.
12.42 Dismantling of pole/ street light standard/ strut embedded in cement concrete Each 2,319.00
foundation etc. as required.
13 HV OVER HEAD LINE WORK
13.1 Supplying and erection of galvanised stay set for 11 KV over head lines Set 4,580.00
complete with 19/ 20 mm dia X 1.8 metres long stay rod, anchor plate of
size 45 cm X 45 cm X 7.5 mm thick, thimble, stay clamps, turn buckle ( 20 mm
X 600 mm ), 7/ 4.00 mm dia G.I. stay wire and 11 KV strain insulator etc in
cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate
40 mm nominal size ) foundation including excavation and refilling etc. as
required.

13.2 Supplying of channel iron 75 mm X 40 mm X 6 mm (7.14 kg per metre) pole Each 517.00
top bracket/ cross arm for single 11 KV over head line conductor complete with
50 mm X 6mm flat iron clamp, bolts, nuts and washers including drilling holes
for insulator pins, bolts and nuts etc and painting with primer and finish paint
as required.
13.3 Supplying of 50 mm X 8 mm M.S. flat iron pole top bracket/ cross arm for single Each 536.00
11/22/33 KV over head line conductor complete with fixing clamps, bolts,
nuts and washers drilling holes for insulator pins, bolts and nuts etc and
painting with primer and finish paint as required.

13.4 Supplying of channel iron 75 mm X 40 mm X 6 mm (7.14 kg per metre) cross Each 2,041.00
arm for two 11 KV over head line conductors complete with 50 mm X 50 mm X
6 mm (angle iron bracket welded to the channel iron and complete with 50 mm
X 6mm M.S. flat iron clamps, bolts and nuts including drilling holes for insulator
pins, bolts, nuts and washers etc (as per drawing) and painting with primer and
finish paint as required.

13.5 Supplying of channel iron 75 mm X 40 mm X 6 mm (7.14 kg per metre) V Each 1,759.00

shape cross arm for two 11 KV over head line conductors complete with 50 mm
X 6mm M.S. flat iron clamps, bolts and nuts including drilling holes for insulator
pins, bolts, nuts and washers etc (as per drawing) and painting with primer
and finish paint as rea u i red.
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Item Code Description Unit Justified Rate

13.6 Erection of pole top/ straight two wire/ V shape two wire, angle iron/ channel Set 498.00
iron, cross arm on steel tubular/ rail/ PCC pole for 11/22/33 KV as required.

13.7 Supplying of two lengths of channel iron 75 mm X 40 mm X 6 mm (7.14 kg per Set 4,473.00
metre) double pole cross arm for three wire 11KV over head line conductors
complete with through bolts and nuts for clamping to the poles, 50 mm X 6
mm M.S. flats welded on one side to the channel iron and with bolts and nuts
on the other side for tying the cross arms together, including drilling holes for
insulator pins/ fittings, bolts, nuts and washers etc (as per drawing) and
painting with primer and finish paint as required.

13.8 Supplying and erection of a set of cross bracing FRLSame work for 11 KV over Set 6,839.00
head line double pole structure having four members fabricated out of 50 mm X
50 mm X 6 mm angle iron to form a rectangle of minimum size 1400 mm
width X 2500 mm height , complete with 50 mm X 6mm M.S. flat iron
clamps, bolts and nuts including drilling holes for insulator pins, bolts and nuts
etc (as per drawing) and painting with primer and finish paint as required.

13.9 Erection of double pole 3 wire cross arm for 11KV/ 22KV/ 33 KV over head lines Each 1,133.00
as required.
13.10 Supplying and erection of 11 KV pin insulator complete with large steel head Set 279.00
G.I. pin, nuts, washers etc. as required.
13.11 Supplying and erection of 11 KV disc insulator for 11 KV over head lines with Set 862.00
galvanised insulator fittings, ball and socket type and complete with
galvanised strain clamps, bolts, nuts, washers etc. as required.

13.12 Erection of disc/ pin insulator for 11 KV over head lines as required. Set 149.00

13.13 Supplying and erection of three piece nonlinear resistor type lightning Set 2,317.00
arrestor suitable for 3 wire, 11 KV overhead lines with rated voltage 9 KV (rms)
with a nominal discharge current rating of 5 KA and complete with galvanised
clamping arrangement, G.I. bolts, nuts, washers etc. as required.

13.14 Supplying and erection of galvanised stay set for 33 KV over head lines Set 4,590.00
complete with 19/ 20 mm dia X 1.8 metres long stay rod, anchor plate of
size 45 cm X 45 cm X 7.5 mm thick, thimble, stay clamps, turn buckle ( 20 mm
X 600 mm ), 7/ 4.00 mm dia GI stay wire and 33 KV strain insulator etc in
cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate
40 mm nominal size ) foundation including excavation and refilling etc. as
required.

13.15 Supplying of channel iron 75 mm X 40 mm X 6 mm (7.14 kg per metre) pole Each 540.00
top bracket/ cross arm for single 33 KV over head line conductor complete with
50 mm X 6mm flat iron clamps, bolts and nuts including drilling holes for
insulator pins, bolts, nuts, washers etc and painting with primer and finish paint
as required.
13.16 Supplying of channel iron 75 mm X 40 mm X 6 mm (7.14 kg per metre) cross Each 2,503.00
arm for two 33 KV over head line conductors complete with 50 mm X 50 mm X
6 mm angle iron bracket welded to the channel iron and complete with 50 mm
X 6mm M.S. flat iron clamps, bolts and nuts including drilling holes for insulator
pins, bolts, nuts, washers etc and painting with primer and finish paint as
required.

13.17 Supplying of channel iron 75 mm X 40 mm X 6 mm (7.14 kg per metre) V Each 1,972.00

shape cross arm for two 33 KV over head line conductors complete with 50 mm
X 6mm M.S. flat iron clamps, bolts and nuts including drilling holes for
insulator pins, bolts and nuts etc and painting with primer and finish paint as
required.
13.18 Supplying of channel iron 100 mm X 50 mm X 6 mm (9.56 kg per metre), pole Each 664.00
top bracket/ cross arm for single 33 KV over head line conductor complete with
50 mm X 6 mm M.S. flat iron clamps, bolts and nuts including drilling holes for
insulator pins, bolts and nuts etc and painting with primer and finish paint as
required.
 255

Item Code Description Unit Justified Rate

13.19 Supplying of channel iron 100 mm X 50 mm X 6 mm (9.56 kg per metre) cross Each 3,108.00
arm for two wire 33 KV over head line conductors complete with 50 mm X 50
mm X 6 mm angle iron bracket welded to the channel iron and complete with
50 mm X 6mm M.S. flat iron clamps, bolts and nuts including drilling holes
for insulator pins/ fittings, bolts, nuts, washers etc and painting with primer
and finish paint as reauired .

13.20 Supplying of channel iron 100 mm X 50 mm X 6 mm (9.56 kg per metre) V Each 2,373.00
shape cross arm for two 33 KV over head line conductors complete with 50 mm
X 6mm M.S. flat iron clamps, bolts and nuts including drilling holes for
insulator pins, bolts, nuts, washers etc and painting with primer and finish
paint as required .
13.21 Supplying of two lengths of channel iron 100 mm X 50 mm X 6 mm (9.56 kg Set 6,235.00
per metre) double pole cross arm for three wire 33 KV over head line
conductors complete with through bolts and nuts for clamping to the poles,
50 mm X 6 mm M.S. flats welded on one side to the channel iron and with bolts
and nuts on the other side for tying the cross arms together, including drilling
holes for insulator pins/ fittings, bolts, nuts, washers etc and painting with
primer and finish paint as reauired

13.22 Supplying and erection of a set of cross bracing FRLSame work for 33 KV over Set 9,574.00
head line double pole structure having four members fabricated out of 65 mm X
65 mm X 6 mm angle iron to form a rectangle of minimum size 2400 mm
width X 2800 mm height complete with 50 mm X 6mm M.S. flat iron clamps,
bolts and nuts including drilling holes for insulator pins, bolts, nuts, washers
etc and painting with primer and finish paint as required .

13.23 Supplying and erection of 33 KV pin insulator complete with large steel head Set 731.00
G.I. pin, nuts, washers etc. as required.
13.24 Supplying and erection of a set of three 11 KV disc insulator for 33 KV over Set 2,487.00
head lines with galvanised insulator fittings, ball and socket type and complete
with galvanised strain clamps, bolts, nuts, washers etc. as required.

13.25 Supplying and erection of single piece nonlinear resistor type lightning Set 15,157.00
arrestor suitable for 3 wire, 33 KV overhead lines with rated voltage 30 KV
(rms) with a nominal discharge current rating of 10 KA (station class) and
complete with galvanised clamping arrangement, G.I. bolts, nuts, washers
etc. as required.
14 MISC. CIVIL ITEMS
14.1 Excavation for foundation in soft soil including dressing of sides and ramming cum 343.00
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 metres.

14.2 Excavation for cable trenches of depth upto 1.2 m in soft soil including cum 346.00
getting out the excavated soil and disposal of surplus excavated soil as
directed within a lead of 50 metres.
14.3 Filling available excavated earth (excluding rock) in trenches, sides of cum 221.00
foundations etc. in layers not exceeding 20cm in depth, consolidating
each deposited layer by ramming and watering, lead UP to 50 metres.

14.4 Excavation for cable trenches in soft soil, depth upto 1.2 m including dressing of cum 568.00
sides lift upto 1.5 m, including getting out the excavated soil, refilling with sand
and or good soil after laying of cable/ pipe etc in layers of 20 cm, ramming,
watering and disposal of surplus excavated soil as directed, within a lead of
50 metres.

14.5 Deduct for not consolidation by ramming and watering while re-filling with sand cum 127.00
and or good soil in cable/ pipe laying.
14.6 Excavation of the cable trenches in hard rock not exceeding 1.5 metres in cum 1,068.00
width, and lift upto 1.5 metres, including getting out the excavated soil and
disposal of excavated soil as directed within a lead of 50 metres.

14.7 Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse cum 7,042.00
sand : 4 graded stone aggregate 20 mm nominal size) in foundation of pump,
DG set etc including form work etc as required.
 256

Item Code Description Unit Justified Rate

14.8 Providing and laying in position cement concrete 1:3:6 (1 cement: 2 coarse cum 6,462.00
sand : 6 graded stone aggregate 20 mm nominal size) in foundation of pump,
DG set etc including form work etc as required.

14.9 Providing and laying in position cement concrete 1:3:6 (1 cement : 2 coarse cum 6,066.00
sand : 6 graded stone aggregate 40 mm nominal size) in foundation of pump,
DG set etc including form work etc as required.

14.10 Providing and laying in position reinforced cement concrete 1:2:4 (1 cement : 2 cum 7,538.00
coarse sand : 4 graded stone aggregate 20 mm nominal size) in foundation of
pump, DG set etc including form work etc as required (excluding
reinforcement).
14.11 Providing brick work (in width 225 mm or more) with F.P.S. bricks of class cum 6,058.00
designation 7.5 in cement mortar 1:4 (1 cement : 4 coarse sand) at all levels.

14.12 Providing 15mm thick cement plaster of mix 1:4 (1 cement : 4 fine sand) at all sqm 303.00
levels,
14.13 Providing, laying and fixing following dia G.I. pipe (medium class) in ground
complete with G.I. fittings including trenching (75 cm deep)and re-filling
etc as required
14.13.1 50 mm dia Metre 751.00
14.13.2 80 mm dia Metre 1,141.00
14.13.3 100 mm dia Metre 1,596.00
14.13.4 150 mm dia Metre 2,401.00
14.14 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in
ground complete with RCC collars, jointing with cement mortar 1:2 (1
cement: 2 fine sand) including trenching (75 cm deep) and refilling etc as
required.
14.14.1 100 mm dia Metre 580.00
14.14.2 150 mm dia Metre 634.00
14.14.3 250 mm dia Metre 856.00
14.14.4 300 mm dia Metre 1,001.00
14.15 Supplying and laying of following size DWC HDPE pipe ISI marked along with
all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II
complete with fitting and cutting, jointing etc. in the existing trench,
complete as required.
14.15.1 63 mm dia (00-63 mm & ID-51 mm nominal) Metre 112.00
14.15.2 90 mm dia (OD-90 mm & ID-76 mm nominal) Metre 150.00
14.15.3 120 mm dia (00-120 mm & ID-103 mm nominal) Metre 219.00
14.15.4 160 mm dia (0D-160 mm & ID-135 mm nominal) Metre 319.00
14.15.5 200 mm dia (00-200 mm & ID-175 mm nominal) Metre 484.00
14.16 Supplying and laying of following size DWC HDPE pipe ISI marked along with
all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II
complete with fitting and cutting, jointing etc.direct in ground (75 cm below
ground level) including excavation and refilling the trench but excluding sand
cushioning and protective covering etc., complete as required.

14.16.1 63 mm dia (0D-63 mm & ID-51 mm nominal) Metre 232.00

14.16.2 90 mm dia (OD-90 mm & ID-76 mm nominal) Metre 270.00
14.16.3 120 mm dia (00-120 mm & ID-103 mm nominal) Metre 339.00
14.16.4 160 mm dia (00-160 mm & I0-135 mm nominal) Metre 439.00
14.16.5 200 mm dia (00-200 mm & I0-175 mm nominal) Metre 604.00

15 LIGHTING CONTROLS
15.1 Supplying,installation,testing and commissioning of Passive Infrared(PIR) Each 4,045.00
technology based occupancy sensor having high preformance, non
regulating programmable type, suitable for connected load upto 10Annp ,
for mounting height up to 2.8 nntr and for 5 m diameter coverage area along
with necessary fixing arrangements i/c programming at site etc. complete as
required.
 257

Item Code Description Unit Justified Rate

15.2 Supplying,installation,testing and commissioning of Passive Infrared(PIR) Each 8,051.00
technology based occupancy sensor with day light dimming(lighting level
shall be regulated as per availability of natural day light in an area along with
occupancy detection.) having high preformance, regulating programmable
type, suitable for connected load upto 10Annp , for mounting height up to
2.8 nntr and for 5 m diameter coverage area along with necessary fixing
arrangements i/c programming at site etc. complete as required.

15.3 Supplying,installation,testing and commissioning of Microwave technology Each 10,438.00

based occupancy sensor having high preformance, non regulating
programmable type, suitable for connected load upto 10Amp , for mounting
height up to 2.6 mtr and for 5m X 20m coverage area along with necessary
fixing arrangements i/c programming at site etc. complete as required.

15.4 Supplying,installation,testing and commissioning of Astronomical time

switch of following configuration to be mounted in feeder pillars / Lighting DBs
for automatic switching On & OFF of street lights at sun set & sun rise or
twilight(Auto ON, Auto OFF, Auto modes) with manual override facility with
12/24 hour display format with suitable battery and indication for relay
status i/c programming at site complete as required.

15.4.1 1 output per phase and suitable for single phase supply Each 3,858.00
15.4.2 2 output per phase and suitable for single phase supply Each 7,513.00
15.4.3 3output(1output per phase) and suitable for three phase supply Each 9,302.00

16 HVAC (ONLY PLUMBING, DUCTING & AHU)

16.1 Supplying, laying/ fixing, testing and commissioning of following nominal
sizes of chilled water piping inside the building (with necessary clamps,
vibration isolators and fittings but excluding valves, strainers, gauges etc.) duly
insulated with 80 kg/cum density resin bonded fiber glass or 144 Kg/ cu m
density mineral wool (non Combustible) pipe section insulation covered with a
layer of 120 gm/sqm polythene sheet (vapour barrier) and finally applying
0.63mm aluminium sheet cladding complete with type3 , grade 1 roofing
feltstrip(as per IS:1322 as amended up to date) at joints and repairing of
damage to building etc. as per specifications and as required. Note: The Pipes
of sizes 150mm & below shall be M.S. 'C' class as per IS : 1239 and pipes size
above 150mm shall be welded black steel pipe heavy class as per IS: 3589,
from minimum 6.35mm thick M.S. Sheet for pipes upto 350 mm dia. and from
minimum 7mm thick MS sheet for pipes of 400 mm dia and above.

16.1.1 400mm dia.(75 mm thick insulation) Metre 18,794.00

16.1.2 350 mm dia.(75 mm thick insulation) Metre 11,117.00
16.1.3 300 mm dia.(75 mm thick insulation) Metre 9,742.00
16.1.4 250mm dia.(75 mm thick insulation) Metre 8,233.00
16.1.5 200mm dia.(75 mm thick insulation) Metre 6,880.00
16.1.6 150mm dia. (50mm thick insulation) Metre 4,516.00
16.1.7 125mm dia.(50mm thick insulation) Metre 3,835.00
16.1.8 100mm dia. (50mm thick insulation) Metre 3,107.00
16.1.9 80mm dia. (50mm thick insulation) Metre 2,541.00
16.1.10 65mm dia.(50mm thick insulation) Metre 2,155.00
16.1.11 50mm dia.(50mm thick insulation) Metre 1,791.00
16.1.12 40mm dia. (50mm thick insulation) Metre 1,526.00
16.1.13 32 mm dia (50mm thick insulation) Metre 1,337.00
16.1.14 25 mm dia (50mm thick insulation) Metre 1,202.00
 258

Item Code Description Unit Justified Rate

16.2 Supplying, laying/ fixing, testing and commissioning of following nominal sizes
of chilled water piping inside the building (with necessary clamps, vibration
isolators and fittings but excluding valves, strainers, gauges etc.) duly insulated
with following closed cell elastometric nitrile rubber of minimum 45 Kg / cu
m density, thermal conductivity 0.037 W/MK or better at 20 deg mean
temperature class 'O' insulation applied by suitable adhesive complete
including repairing of damage to building etc. as per specifications and
as required complete in all respect. Note:-The Pipes of sizes 150mm & below
shall be M.S. 'C' class as per IS : 1239 and pipes size above 150mm shall be
welded black steel pipe heavy class as per IS: 3589, from minimum 6.35mm
thick M.S. Sheet for pipes upto 350 mm dia. and from minimum 7mm thick MS
sheet for pipes of 400 mm dia and above.

16.2.1 400mm dia.(32 mm thick insulation) Metre 16,478.00

16.2.2 350mm dia.(32 mm thick insulation) Metre 8,989.00
16.2.3 300mm dia. (32 mm thick insulation) mtr 6,067.00
16.2.4 250nnm dia.(32 mm thick insulation) Metre 6,802.00
16.2.5 200mm dia.(32 mm thick insulation) Metre 5,504.00
16.2.6 150mm dia. (32 mm thick insulation) Metre 3,782.00
16.2.7 125mm dia.(32 mm thick insulation) Metre 3,308.00
16.2.8 100mm dia. (32 mm thick insulation) mtr 1,719.00
16.2.9 80mm dia.(32 mm thick insulation) Metre 1,972.00
16.2.10 65mm dia(32 mm thick insulation) Metre 1,589.00
16.2.11 50mm dia(32 mm thick insulation) Metre 1,379.00
16.2.12 40mm dia. (32 mm thick insulation) Metre 1,119.00
16.2.13 32 mm dia(19 mm thick insulation) Metre 931.00
16.2.14 25 mm dia(19 mm thick insulation) Metre 774.00
16.3 Supplying, laying/ fixing, testing and commissioning of following nominal sizes
of chilled water piping plumbing inside the building (with necessary clamps,
vibration isolators and fittings but excluding valves, strainers, gauges etc.)
duly insulated with fire retardant quality expanded polystrene moulded pipe
section of density 20 kg/cu.m after a thick coat of cold setting adhesive (CPRX
compound) wrapping with 500g polythene faced hessain and finally applying
0.63mm aluminium sheet cladding complete with type3 , grade 1 roofing
feltstrip(as per IS:1322 as amended up to date ) at joints repairing of damage
to building etc. as per specifications and as required complete in all respect.
Note:-The Pipes of sizes 150mm & below shall be M.S. 'C' class as per IS : 1239
and pipes size above 150mm shall be welded black steel pipe heavy class as
per IS: 3589, from minimum 6.35mm thick M.S. Sheet for pipes upto 350 mm
dia. and from minimum 7mm thick MS sheet for pipes of 400 mm dia and
above.

16.3.1 400mm dia.(75 mm thick insulation) Metre 17,664.00

16.3.2 350 mm dia.(75 mm thick insulation) Metre 10,176.00
16.3.3 300 mm dia.(75 mm thick insulation) Metre 9,025.00
16.3.4 250mm dia.(75 mm thick insulation) mtr 5,116.00
16.3.5 200mm dia (75 mm thick insulation) Metre 6,373.00
16.3.6 150mm dia. (75 mm thick insulation) Metre 4,273.00
16.3.7 125mm dia.(50mm thick insulation) Metre 3,585.00
16.3.8 100mm dia.(50mm thick insulation) Metre 3,070.00
16.3.9 80mm dia. (50mm thick insulation) Metre 2,404.00
16.3.10 65mm dia.(50mm thick insulation) Metre 2,039.00
16.3.11 50mm dia.((50mm thick insulation) Metre 1,700.00
16.3.12 40mm dia. (50mm thick insulation) Metre 1,450.00
 259

Item Code Description Unit Justified Rate

16.3.13 32 mm dia (50mm thick insulation) Metre 1,269.00
16.3.14 25 mm dia (50mm thick insulation) Metre 1,148.00
16.4 Supplying, laying/ fixing, testing and commissioning of following thickness resin
bonded fiber glass pipe section insulation having density 80 kg/cum or mineral
wool (non combustible) having density of 144 Kg/ cu m duly covered with a
layer of 120 gm/sqm polythene sheet (vapour barrier) on existing pipe and
finally applying 0.63mm aluminium sheet cladding complete with type3 , grade
1 roofing feltstrip(as per IS:1322 as amended up to date ) at joints etc. as per
specifications and as required.

16.4.1 75mm sqm 2,640.00

16.4.2 65 MM per sqm 1,253.00
16.4.3 50mm sqm 2,326.00
16.4.4 40mm sqm 2,136.00
16.4.5 25mm sqm 1,714.00
16.5 Supplying, laying, fixing, testing and commissioning of following thickness
closed cell elastrometric nitrile rubber of class 'O' applied by suiatable
adhesive, as per specifications and as required complete in all respect.

16.5.1 32mm sqm 986.00

16.5.2 19mm sqm 587.00
16.6 Supplying, laying/ fixing of following thickness insulation with fire retardant
quality expanded polystrene moulded pipe section of density 20 kg/cu.m
after a thick coat of cold setting adhesive (CPRX compound) wrapping
with 500g polythene faced hessain and finally applying 0.63mm aluminium
sheet cladding complete with type3 , grade 1 roofing feltstrip(as per IS:1322 as
amended up to date ) at joints repairing etc. as per specifications and as
required complete in all respect..

16.6.1 75mm sqm 1,181.00

16.6.2 50mm per sqm 189.00
16.7 Supplying, fixing, testing and commissioning of following valves, strainers,
gauges in the chilled water plumbing duly insulated to the same
specifications as the connected piping and adequately supported as per
specifications.
16.7.1 BUTTERFLY VALVE (MANUAL) with C I body SS Disc, Nitrile Rubber Seal & O-
Ring PN 16 pressure rating for chilled water/hot eater circulation as specified

16.7.1.1 200 mm dia Each 13,812.00

16.7.1.2 150mm dia. Each 4,953.00
16.7.1.3 125mm dia Each 6,769.00
16.7.1.4 100mm dia Each 5,910.00
16.7.1.5 80mm dia Each 4,308.00
16.7.1.6 65mnn dia Each 4,032.00
16.7.1.7 50mm dia Each 3,675.00
16.7.1.8 40mm dia Each 3,114.00
16.7.2 BALANCING VALVE WITH BUILT IN MEASURING FACILITY with C I body flanged
construction with EPDM coated disc with long pitch with protected out pipe
insulation & PN 16 pressure rating for chilled / hot water circulation as
specified.
16.7.2.1 200 mm dia Each 61,103.00
16.7.2.2 150mm dia. Each 28,248.00
16.7.2.3 125mm dia. Each 21,232.00
16.7.2.4 100mm dia. Each 15,471.00
16.7.2.5 80mm dia. Each 10,686.00
16.7.2.6 65 mm dia Each 9,431.00
16.7.2.7 50mm dia. Each 8,177.00
 260

Item Code Description Unit Justified Rate

16.7.2.8 40 mm dia Each 5,668.00
16.7.3 NON - RETURN VALVE with duel plate of C I body SS plates vulcanized NBR
seal flanged end & PN 16 pressure rating for chilled / hot water circulation
including insulation as specified.
16.7.3.1 200 mm dia Each 10,261.00
16.7.3.2 150mm dia. Each 5,794.00
16.7.3.3 125mm dia. Each 4,732.00
16.7.3.4 100 mm dia Each 3,273.00
16.7.3.5 80mm dia. Each 2,256.00
16.7.3.6 65 mm dia Each 3,375.00
16.7.4 Y - STRAINER of Ductile CI Body flanged ends with stainless steel strainer for
chilled / hot water circulation including insulation as specified.

16.7.4.1 200mm dia Each 43,673.00

16.7.4.2 150mm dia. Each 22,059.00
16.7.4.3 125mm dia. Each 17,154.00
16.7.4.4 100 mm dia Each 10,831.00
16.7.4.5 80 mm dia Each 7,244.00
16.7.4.6 65mm dia. Each 5,580.00
16.7.4.7 50mm dia Each 5,221.00
16.7.4.8 40mm dia Each 3,900.00
16.8 Providing and fixing in position the industrial type pressure gauges with Each 943.00
gun metal / brass valves complete as required
16.9 Providing & fixing in position the mercury in glass industrial type Each 744.00
thermometers.
16.10 Supplying, fixing, testing and commissioning of condenser water pipes of
following sizes of MS 'C class along with necessary clamps, vibration
isolators and fittings such as bends,tees etc.but excluding valves, strainers,
gauges etc. adequately supported on rigid supports duly painted/buried in
ground excavation and refilling etc. as per specification and as required
complete in all respect. Note:-The Pipes size 150mm & below shall be M.S. 'C'
class as per IS : 1239 and pipes size above 150mm shall be welded black steel
pipe heavy class as per IS: 3589, from minimum 6.35mm thick M.S. Sheet for
pipes upto 350 mm dia. And from minimum 7mm thick MS sheet for pipes of
400 mm dia and above.

16.10.1 300mm dia Metre 6,944.00

16.10.2 250 mm dia Metre 5,859.00
16.10.3 200mm dia Metre 4,874.00
16.10.4 150mm dia Metre 3,271.00
16.10.5 125nnm dia Metre 2,825.00
16.10.6 100mm dia Metre 2,383.00
16.11 Supplying, fixing, testing and commissioning of following valves, gauges and
strainers for condenser water circulation as per specifications.

16.11.1 BUTTERFLY VALVE (MANUAL) with C I body SS disc nitrile sheet & O - ring & PN
16 pressure rating as specified.
16.11.1.1 200mm dia. Each 11,356.00
16.11.1.2 150mm dia. Each 5,002.00
16.11.1.3 125mm dia. Each 4,430.00
16.11.1.4 100mm dia. Each 3,555.00
16.11.1.5 80mm dia. Each 2,773.00
16.11.1.6 65mm dia. Each 2,530.00
16.11.1.7 50mm dia. Each 2,346.00
 261

Item Code Description Unit Justified Rate

16.11.1.8 40mm dia. Each 2,049.00
16.11.2 NON - RETURN VALVE with dual plate of C I body SS plates vulcanized NBR seal
flanged end & PN 16 pressure rating as specified.

16.11.2.1 200mm dia. Each 10,261.00

16.11.2.2 150mm dia. Each 5,794.00
16.11.2.3 125mm dia. Each 4,732.00
16.11.2.4 100mm dia. Each 3,273.00
16.11.2.5 80mm dia. Each 2,256.00
16.11.2.6 65mm dia. Each 1,857.00
16.11.3 Supplying, fixing, testing and commissioning of following sizes Motorized
Butterfly Valve with CI Body, SS Disc,0 - ring and minimum PN-16 pressure
rating , conforming to BS 5155, IS 13095, with IP-55 actuator, capable of
accepting upto 10V DC , and upto 20mA electric signal and providing similar
transduced feedback output to control system as required.

16.11.3.1 350mnn dia Each 98,271.00

16.11.3.2 300mm dia Each 88,063.00
16.11.3.3 250mm dia Each 63,401.00
16.11.3.4 200mm dia Each 48,494.00
16.11.3.5 150mm dia Each 37,595.00
16.11.3.6 125mnn dia Each 37,271.00
16.11.3.7 100mm dia Each 36,579.00
16.11.3.8 80mm dia Each 15,641.00
16.11.3.9 65mm dia Each 15,489.00
16.11.3.10 50mm dia Each 15,173.00
16.11.4 Supply, Installation, Testing and Commissioning of following sizes
electronic, self-balancing, pressure independent type dynamic balancing
valve with integrated 2 way modualating control valve in a single body. The
actuator shall be capable of accepting upto 10V DC and upto 20mA electric
signal and shall provide similar transduced feedback output to control system.
Maximum close of pressure shall not be less than 6 Bar for upto 50 mm valves
and 7 Bar for 65 mm & above. Valves should have pressure rating of 25 Bar
minimum.

16.11.4.1 150mm dia. Each 1,41,733.00

16.11.4.2 125mm dia. Each 1,29,040.00
16.11.4.3 100mm dia. Each 1,01,540.00
16.11.4.4 80mm dia. Each 60,062.00
16.11.4.5 65mm dia. Each 47,192.00
16.11.4.6 50mm dia. Each 30,568.00
16.11.4.7 40mm dia. Each 27,886.00
16.11.4.8 32mm dia. Each 15,016.00
16.11.4.9 25mm dia. Each 14,123.00
16.11.4.10 20mm dia. Each 10,296.00
16.12.1 Supply, installation, balancing and commissioning of factory fabricated
GSS sheet metal rectangular/round ducting complete with neoprene rubber
gaskets, elbows, splitter dampers, vanes, hangers, supports etc. as per
approved drawings and specifications of following sheet thickness complete as
required.

16.12.1.1 Thickness 0.63 mm sheet sqm 702.00

16.12.1.2 Thickness 0.80 mm sheet sqm 862.00
16.12.1.3 Thickness 1.00 mm sheet sqm 1,038.00
16.12.1.4 Thickness 1.25 mm sheet sqm 1,243.00
 262

Item Code Description Unit Justified Rate

16.12.2 Supply, installation, balancing and commissioning of fabricated at site GSS
sheet metal rectangular/round ducting complete with neoprene rubber
gaskets, elbows, splitter dampers, vanes, hangers, supports etc. as per
approved drawings and specifications of following sheet thickness complete as
required.
16.12.2.1 Thickness 0.63 mm sheet sqm 940.00
16.12.2.2 Thickness 0.80 mm sheet sq. m 678.00
16.12.2.3 Thickness 1.00 mm sheet sqm 1,446.00
16.12.2.4 Thickness 1.25 mm sheet sq. m 1,026.00
16.13 Supply, installation, testing and commissioning of GI volume control duct sqm 5,333.00
damper complete with neoprene rubber gaskets, nuts, bolts, screws linkages,
flanges etc, as per specifications.
16.14 Supply, installation, testing and commissioning of Motorized (ON-OFF
Type) duct mounted GI volume control damper with enthalpy sensor and
necessary control wire (minimum 1.5 sqmm) for integration within AHU room

16.14.1 Damper sq. m 5,280.00

16.14.2 Actuator each 5,342.00
16.15 Supplying & fixing of powder coated extruded aluminium Supply Air Grills with sqm 7,996.00
aluminium volume control dampers as per specifications.
16.16 Supplying & fixing of powder coated extruded aluminium Return Air Grills with sqm 5,195.00
louvers but without volume control dampers complete as required.

16.17 Supplying, fixing testing commissioning of supply air diffusers of powder sqm 10,696.00
coated aluminium with aluminium volume control dampers with anti smudge
ring & removable core.
16.18 Supplying, fixing testing commissioning of Return air diffusers of powder sqm 7,134.00
coated aluminium without volume control dampers with anti smudge ring &
removable core.
16.19 Supply, installation, testing & commissioning of thermal insulated flexible
duct of following sizes duly supported at regular interval as per site
requirement etc. complete as required as per specifications.

16.19.1 200 mm dia. Metre 516.00

16.20 Supplying, Fixing,testing and commissioning of fire dampers in supply air
duct/main branch and return air path as and where required of required sizes
i/c control wiring,the damper shall be motorized and spring return so as to close
the damper in the event of power failure automatically and open the same in
case of power being restored. The spring return action shall be inbuilt
mechanism and not externally mounted. The damper shall also be closed in the
event of fire signal complete as required and as per specifications.

16.20.1 Fire damper sqm 8,501.00

16.20.2 Actuator Each 7,822.00
16.21 Supply and fixing of acoustic lining of supply air duct and plenum with 25 mm sqmtr 562.00
thick resin bonded glass wool having density of 32 kg/m³, with 25 mm X 25
mm GI section of 1.25 mm thick, at 600 mm centre to centre covered with
Reinforced Plastic tissue paper and 0.5 mm thick perforated aluminum
sheet fixed to inside surface of ducts with cadmium plated nuts, bolts, stick
pins, CPRX compound etc. complete as required and as per specifications.

16.22 Supplying, fixing acoustic lining on wall and ceiling of AHU rooms with 50mm sqmtr 764.00
thick, density 32 kg/cu.m resin bonded glass fiber insulation friction fixed in
610mm x 610 mm frame work made of 25X50X50X50X25 mm made out of
0.6mm thick GI sheet U shaped channel and covered with reinforced fiber glass
tissue and finished with 0.80 mm perforated aluminium sheet etc. complete as
required and as per specifications.
 263

Item Code Description Unit Justified Rate

16.23 Supplying and fixing of following thickness duly laminated aluminum foil of
mat finish closed cell Nitrile rubber (Class "0") insulation on existing duct after
applying suitable adhesive for Nitrile rubber. The joints shall be sealed with 50
mm wide and 3 mm thick self adhesive nitrile rubber tape insulation complete
as per specifications and as required. above. Valves should have pressure
rating of 25 Bar minimum.

16.23.1 19mm sqm 577.00

16.23.2 25mm sqm 851.00
16.24 Supplying and fixing 50 mm thick aluminium foil faced resin bonded fibre glass sqm 428.00
insulation (on duct ) of density 24 kg/cu.m or mineral wool insulation(non
combustible) of density 44 kg/cu m after applying two coats of cold setting
adhesive (CPRX compound) sealing all joints with self adhesive aluminium tape
& covering with 0.63mmx19mm GI wire mesh netting butting all joints and
laced with Cl wire complete as per specifications and as required. (for indoor
applications).

16.25 Supplying and fixing 50mm thick aluminium foil faced resin bonded fibre glass sqm 496.00
insulation (on duct) of density 24 kg/cu.m or mineral wool insulation(non
combustible) of density 44 kg/cu m after applying two coats of cold setting
adhesive (CPRX compound) sealing all joints with self adhesive aluminium tape
& covering with 0.63mmx19mnn GI wire mesh netting & butting all joints and
laced with GI wire complete and finally covered with one layer of tar felt stuck
with hot bitumen as per specifications and as required. (for outdoor
applications)

16.26 Supply, Installation, Testing and commissioning of factory built floor mounted
chilled water double skin type horizontal/vertical air handling units made of
25mm thick panels consisting of pre plasticized G.I. casing of thickness 0.8mm
outside layer and 0.8 mm inside layer with polyurethane foam (PUF) insulation
factory injected between them by injection moulding machine, complete with
blower section with blower suitable for static pressure as required, minimum 2
bend GSS/PVC eliminators,cooling coil section with aluminium finned copper
tubes (tubes thickness not less than 0.5mm) cooling coil of 6 row deep, filter
section with 50mm thick metal viscous/ washable synthetic type air prefilters,
belt drive package with TEFC drive motor of eficiency class 1E3 suitable for 415
± 10% volts, 50Hz, 3 Phase AC supply suitably designed for varialbe frequency
drive applications, drain connections, stainless steel (18G) drain pan with PUF
insulation, 150 mm dia. dial type pressure gauges (2 nos.)and industrial type
thermometers (2 nos.) at the inlet and outlet of coil, auto purge valve wherever
required, necessary vibration isolation arrangement etc. complete as per
specification and of following capacities.

16.26.1 4300 CMH Set 92,601.00

16.26.2 5100 CMH Set 1,08,942.00
16.26.3 6800 CMH Set 1,22,421.00
16.26.4 8500 CMH Set 1,51,659.00
16.26.5 10200 CMH Set 1,74,902.00
16.26.6 11900 CMH Set 1,98,777.00
16.26.7 13600 CMH Set 2,13,501.00
16.26.8 15300 CMH Set 2,42,003.00
16.26.9 17000 CMH Set 2,56,096.00
16.26.10 18700 CMH Set 2,83,020.00
16.26.11 20400 CMH Set 3,04,055.00
16.26.12 23800 CMH Set 3,33,410.00
16.26.13 28900 CMH Set 3,52,106.00
16.26.14 34000 CMH Set 3,90,253.00
16.26.15 39100 CMH Set 5,41,126.00
 264

Item Code Description Unit Justified Rate

16.27 Supply, Installation, Testing and commissioning of factory built floor mounted
chilled water double skin type horizontal/vertical air handling units made of
25mm thick panels consisting of pre plasticized G.I. casing of thickness 0.8mm
outside layer and 0.8 mm inside layer with polyurethane foam (PUF) insulation
factory injected between them by injection moulding machine, complete with
blower section with blower suitable for static pressure as required, minimum 2
bend GSS/PVC eliminators,cooling coil section with aluminium finned copper
tubes (tubes thickness not less than 0.5mm) cooling coil of 4 row deep, filter
section with 50mm thick metal viscous/ washable synthetic type air prefilters,
belt drive package with TEFC drive motor of eficiency class 1E3 suitable for 415
± 10% volts, 50Hz, 3 Phase AC supply suitably designed for variable frequency
drive applications, drain connections, stainless steel (18G) drain pan with PUF
insulation, 150 mm dia. dial type pressure gauges (2 nos.)and industrial type
thermometers (2 nos.) at the inlet and outlet of coil, auto purge valve wherever
required, necessary vibration isolation arrangement etc. complete as per
specification and of following capacities.

16.27.1 4300 CMH* Set 81,601.00

16.27.2 5100 CMH* Set 95,780.00
16.27.3 6800 CMH* Set 1,06,873.00
16.27.4 8500 CMH* Set 1,32,241.00
16.27.5 10200 CMH* Set 1,54,709.00
16.27.6 11900 CMH* Set 1,73,186.00
16.27.7 13600 CMH* Set 1,87,208.00
16.27.8 15300 CMH* Set 2,12,765.00
16.27.9 17000 CMH* Set 2,23,913.00
16.27.10 18700 CMH* Set 2,44,996.00
16.27.11 20400 CMH* Set 2,65,667.00
16.27.12 23800 CMH* Set 2,52,599.00
16.27.13 28900 CMH* Set 3,22,367.00
16.27.14 34000 CMH* Set 3,57,251.00
16.27.15 39100 CMH* Set 4,09,326.00

17 FIRE DETECTION AND ALARM SYSTEM

17.1.1 Supplying, installation, testing & commissioning of heat detector operating Each 945.00
at 54°C/57°C with rate of rise cum fixed tempreature (dual thermistor) type
with mounting base complete with all connection etc. as required.

17.1.2 Supplying, installation, testing & commissioning of smoke detector with builtin Each 944.00
LED and mounting base complete with all connections etc. as required.

17.1.3 Supplying, installation, testing & commissioning of manual call boxes of Each 422.00
MS construction in surface/recess with stainless steel chain & hammer
assembly complete with glass and push button etc. as required.

17.1.4 Supplying, installation, testing & commissioning of manual call box of ABS type Each 290.00
in surface/recess with stainless steel chain & hammer assembly complete with
glass and push button etc. as required.
17.1.5 Supplying, installation, testing & commissioning response indicator on Each 178.00
surface/recess MS box having two LEDs metallic cover complete with all
connections etc. as required.
17.1.6 Supplying, installation, testing & commissioning fire alarm sounder with facility Each 421.00
to make announcement, mounted in M.S. box (16 SWG) with hinged cover plate
& suitable for operation with amplifier i/c line matching transformer etc.
complete as required.
17.1.7 Supplying, installation, testing & commissioning fire alarm sounder with facility Each 437.00
to make announcement, mounted in A.B.S. box with hinged cover plate &
suitable for operation with amplifier i/c line matching transformer etc.
complete as required.
 265

Item Code Description Unit Justified Rate

17.1.8 Supplying, installation, testing & commissioning talk back slave station in Each 726.00
surface/recess suitable for operation on simplex mode complete with P.T.T.
knob & speaker/microphone enclosed in a M.S.(16 SWG)/ ABS box with
break glass in front etc. complete as reauired.

17.1.9 Supplying, installation, testing & commissioning sector panel suitable

for following zones, complete with visual indications for short circuit fault,
open circuit fault, fire condition and all other standard facilities as per
IS:2189 with mimic diagram for all area/zone covered, complete with all
connections, interconnections as reauired.

17.1.9.1 4 Zone Each 5,662.00

17.1.9.2 6 Zone Each 10,865.00
17.1.9.3 10 Zone Each 14,543.00
17.1.10 Supplying, installation, testing & commissioning of main control and indicating Each 54,796.00
panel made out of 16 SWG MS sheet to accommodate the following items
duly powder coated in approved colour with louvers for ventilation, locking
arrangement, audio and visual indication for fire alarm and public address
system, monitoring system including connections, interconnections etc
complete as required. 10 Zone panel for fire alarm system 250 Watt amplifier
racks suitable for operation on 230V AC/24V DC supply conforming to IEC-268-
3 complete with all accessories as required - 2 Nos.(one to act as standby)
Talk back master station with LED PTT (press to talk) push button for operation
on 230V AC/24 V DC supply conforming to IEC-268 for simplex mode of
operation/communication suitable for 20 Nos.talk back unit -1 set.
Annoucement control desk suitable for selection of different zones selectively
and ON ALL CALL switch with visual indication etc. complete as required -
1 set. Amplifier change over switch for inter changing amplifier -1 No. Monitor
panel for loudspeaker complete with output selector, ON/OFF switch, fuse,
visual indications etc. complete as required- 1 No. Gooseneck microphone with
stand and ON/OFF switch- 1 No. Main ON/OFF switch, fuse indication lamps, DC
and AC voltmeters & ammeters, terminal blocks etc. complete as required -1
set. Battery charger trickle cum boost to take complete load of fire alarm & PA
system complete with all accessories including providing & fixing of 2
nos.12 volt, 60 AH each sealed maintenance free batteries -1 set.

17.1.11 Supplying, installation, testing & commissioning of main control and indicating Each 43,342.00
panel made out of 16 SWG MS sheet to accommodate the following items
duly powder coated in approved colour with louvers for ventilation, locking
arrangement, audio and visual indication for fire alarm and public address
system, monitoring system including connections, interconnections etc
complete as reau i red . 6 zone panel for fire alarm system 100 watt amplifier
racks suitable for operation on 230V AC/24V DC supply conforming to IEC-268-
3 complete with all accessories as required- 2 Nos.(one to act as standby)
Talk back master station with LED PTT (press to talk) push button for operation
on 230V AC/24 V DC supply conforming to IEC-268 for simplex mode of
operation/communication suitable for 20 Nos.talk back unit -1 set.
Annoucement control desk suitable for selection of different zones selectively
and ON ALL CALL switch with visual indication etc., complete as required-
1 set. Amplifier change over switch for inter changing amplifier- 1 No. Monitor
panel for loudspeaker complete output selector ON/OFF switch, fuse visual
indications etc. complete as required- 1 No. Gooseneck microphone with stand
and ON/OFF switch -1 No. Mains ON/OFF switch, fuse indication lamps, DC and
AC voltmeters & ammeters terminal blocks etc. complete as required -1 set.
Battery charger trickle cum boost to take complete load of fire alarm & PA
system complete with all accessories including providing & fixing of 2 nos. 12
volt, 30 AH each sealed maintenance free batteries -1 set.
 266

Item Code Description Unit Justified Rate

17.2.1 Supplying, installation, testing and commissioning of micro
processor based intelligent addressable main fire alarm panel, central
processing unit with the following loop modules and capable of supporting not
less than 240 devices (including detectors) and minimum 120 detectors per
loop and loop length up to 2 km, network communication card, minimum 320
character graphics/ LCD display with touch screen or other keypad and
minimum 4000 events history log in the non volatile memory (EPROM), power
supply unit (230 ± 5 % V, 50 hz), 48 hrs back-up with 24 volt sealed
maintenance free batteries with automatic charger. The panel shall have
facility to connect printer to printout log and facility to have seamless
integration with analog/digital voice evacuation system (which is part of the
schedule of work under SH: PA System) and shall be complete with all
accessories . The panel shall be compatible for IBMS system with open protocol
BACnet/ Modbus over IP complete as per specifications.

17.2.1.1 Ten Loop Panel. Each 3,99,715.00

17.2.1.2 Two Loop Panel. Each 2,09,904.00
17.2.2 Supplying, installation, testing & commissioning of central graphical fire alarm Each 1,71,031.00
management system to centrally monitor and operate the fire alarm system
complete as required.
17.2.3 Supplying, installation, testing & commissioning of repeater panel wih 320 Each 95,332.00
character/ Touch screen LCD display with inbuilt reset, acknowledge and
silence switches complete as required.
17.2.4 Supplying, installation, testing & commissioning of intelligent analog Each 2,512.00
addressable photothermal detector complete with mounting base complete
as required.
17.2.5 Supplying, installation, testing & commissioning of response indicator Each 248.00
on surface/recessed MS Box having two LED, metallic cover complete with
all connections etc as required.
17.2.6 Supplying, installation, testing & commisssioning of intelligent addressable Each 2,330.00
programmable sounder complete as required.
17.2.7 Supplying, installation, testing & commissioning of fault isolator complete Each 2,873.00
with base as required.
17.2.8 Supplying, installation, testing & commissioning of intelligent Each 2,59,094.00
aspiration detector for area coverage of minimum 5000 sq. ft. complete as
required.
17.2.9 Supplying, installation, testing & commissioning of intelligent Each 2,396.00
addressable thermal detector with rate of rise cum fixed
tempreature thermistor complete with base as required.

17.2.10 Supplying, installation, testing & commissioning of addressable fire control Each 2,639.00
module complete as required.
17.2.11 Supplying, installation, testing & commissioning of addressable phone Each 2,871.00
control module complete as required.
17.2.12 Supplying, installation, testing & commissioning of addressable beam Each 65,781.00
detector with short circuit isolator (inbuilt or seperate) complete with
emitter and receiver including connections with remote test features etc
complete as required.
17.2.13 Supplying, installation, testing & commissioning of intelligent Each 6,857.00
addressable duct detector including suitable Photo detector complete
with base as required.
17.2.14 Supplying, installation, testing & commissioning of addressable manual call Each 3,400.00
point complete as required.
17.2.15 Supplying, installation, testing & commissioning of addressable horn cum strobe Each 3,080.00
complete as required.
17.2.16 Supplying, installation, testing & commissioning of addressable strobe Each 2,958.00
complete as required.
17.2.17 Supplying, installation, testing & commissioning of fire fighter telephone Each 5,039.00
handset complete as required.
17.2.18 Supplying, installation, testing & commissioning of intelligent interface Each 1,64,622.00
unit BACnet/ Modbus protocol i.e. supplying communication links between
building management system and fire alarm control panel complete as required.

17.2.19 Supplying, installation, testing & commissioning of fire fighter phone jack Each 1,409.00
complete as required.
 267

Item Code Description Unit Justified Rate

17.3.1 Supplying, installation, testing & commissioning of 6 zone, voice alarm Each 1,10,844.00
controller with USB, MP3 player (including 6 zone button paging station)
with seamless integration facility with main fire alarm panel for voice
evacuation complete as required.
17.3.2 Supplying, installation, testing & commissioning of 1.5/3/6W ceiling speaker Each 852.00
complete as required.
17.3.3 Supplying, installation, testing & commissioning of 1.5/3/6W metal box Each 1,578.00
ceiling/wall speakers complete as required.
17.3.4 Supplying, installation, testing & commissioning of ceiling/wall mounted Each 2,135.00
loud speaker, 3/1.5 Watt in ABS enclosure complete as required.

17.3.5 Supplying, installation, testing & commissioning of 6 inches dia, 2 watts, Each 1,756.00
70/100 volts ceiling speaker complete as required.
17.3.6 Supplying, installation, testing & commissioning of digital audio amplifier Each 84,863.00
50 Watt, 25V rms operating at 240 volt AC supply complete as required.

17.3.7 Supplying, installation, testing & commissioning of digital audio amplifier Each 1,27,839.00
75 Watt, 25V rnns operating at 240 Volt AC Supply complete as required.

17.3.8 Supplying, installation, testing & commissioning of exit point directional Each 8,901.00
sound speaker with voice and integral audio amplifier with selectable sound
pulse patterns complete as required.

17.3.9 Supplying, installation, testing & commissioning of Voice command keypad 6 Each 43,235.00
zone, with microphone assembly complete as required.
17.4.1 Supply, installation, testing and commissioning of 25 mm Outer dia CPVC PIPE sqm 48.00
with end caps including making air sampling opening of appropriate dia on
appropriate interval and all accessories as required,(rate for area protected
in sqm).
17.5.1 Supplying & laying of 2x1.5 sqmm fire survival armoured cable, Metre 315.00
600/1000V rated with annealed copper conductor having glass mica fire barrier
tape covered by an extruded layer of Cross Linkable Ethylene Propylene
Rubber (EPR) insulation and LSZH inner bedding, steel wire armouring &
LSZH outer sheath complete as required.

17.5.2 Supplying & laying of 2x1.5 sqmm fire alarm armoured cable, 600/1000V Metre 152.00
rated with annealed copper conductor having XLPE insulation, steel wire
armouring & FRLS outer sheath complete as required.

17.5.3 Supplying and drawing of cable Fire Retardant PVC insulated copper
conductor cable in the existing surface / recessed steel conduit of
following pairs, cores and size including connections and interconnections etc.
as required.
17.5.3.1 speaker cable Single pair, 2-core, 1.5 sqmm Metre 48.00
17.5.3.2 speaker cable Two pair, 2-core, 1.5 sqmm Metre 78.00
17.5.3.3 speaker cable Three pair, 2-core, 1.5 sqmm Metre 108.00
17.5.3.4 speaker cable Four pair, 2-core, 1.5 sqmm Metre 139.00
17.5.4 Supplying and fixing 25 mm dia MS flexible pipe with PVC coating along with Metre 47.00
all ancillaries and accessories like coupler etc. as required.

18 WET RISER AND SPRINKLER SYSTEM

18.1 (A) Supplying, installation, testing and commissioning of Electric driven Main
Fire Pump suitable for automatic operation and consisting of following, complete
in all respects, as required: (B) Horizontal type, multistage, centrifugal, split
casing pump of cast iron body & bronze impeller with stainless steel shaft,
mechanical seal conforming to IS 1520. (C) Suitable HP Squirrel cage induction
motor, TEFC, synchronous speed 1500 RPM, suitable for operation on 415 volts,
3 phase 50 Hz, AC supply with IP 55 protection for enclosure, horizontal foot
mounted type with Class-'F insulation, conforming to IS-325. (D) M.S.
fabricated Common base plate, coupling, coupling guard, foundation bolts etc.
as required. (E) Suitable cement concrete foundation duly plastered with
anti vibration pads.

18.1.1 2850 Ipnn at 88 m Head Set 3,97,118.00

 268

Item Code Description Unit Justified Rate

18.1.2 2850 Ipm at 70 m Head Set 3,55,304.00
18.1.3 2850 Ipm at 56 m Head Set 3,54,142.00
18.1.4 2280 Ipnn at 88 m Head Set 3,54,142.00
18.1.5 2280 Ipm at 70 m Head Set 3,23,943.00
18.1.6 2280 Ipm at 56 m Head Set 40,537.00
18.1.7 1620 Ipm at 88 m Head Set 3,23,943.00
18.1.8 1620 Ipnn at 70 m Head Set 2,91,421.00
18.1.9 1620 Ipm at 56 m Head Set 2,49,607.00
18.2 (a) Supplying, installation, testing and commissioning of diesel engine driven
main fire pump suitable for automatic operation and consisting of
following, complete in all respects, as required : (Diesel Driven Pump) (b)
Horizontal type, multistage, centrifugal pump of cast of iron body and bronze
impeller with stainless steel shaft, mechanical seal conforming to IS 1520. (c)
Suitable HP, 1500 RPM water cooled with radiator, diesel engine conforming
to relevant IS standard complete with auto starting mechanism, 12 /24 volts
electric starting equipment, diesel tank, exhaust pipe extended upto 10 m
outside pump house duly insulated with 50 mm thick glass wool with 1.0 mm
thick aluminium sheet cladding, residential silencer, instruments and
protection as per standard specification, stop solenoid for auto stop in the
event of fault with audio indications, painted with post office red colour etc. as
required. (d) M.S fabricated, common base plate, coupling, coupling guard,
foundation bolts etc. as required. (e) Suitable cement concrete foundation duly
plastered and with anti vibration pads.

18.2.1 2850 Ipm at 88 m Head Set 6,00,891.00

18.2.2 2850 Ipm at 70 m Head Set 5,41,306.00
18.2.3 2850 lpm at 56 m Head Set 5,28,018.00
18.2.4 2280 Ipm at 88 m Head Set 5,57,916.00
18.2.5 2280 Ipm at 70 m Head Set 5,37,009.00
18.2.6 2280 Ipm at 56 m Head Set 5,34,686.00
18.2.7 1620 Ipm at 88 m Head Set 5,52,224.00
18.2.8 1620 Ipm at 70 m Head Set 5,19,586.00
18.2.9 1620 Ipm at 56 m Head Set 4,49,896.00
18.3 (A) Supplying, installation, testing and commissioning of electric driven
pressurisation pump suitable for automatic operation and consisting of
following, complete in all respects, as required : (Jockey Pump) (B) Horizontal
type, multistage, centrifugal pump of cast iron body and bronze impeller with
stainless steel shaft, mechanical seal conforming to IS : 1520. (C) Suitable HP
squirell cage induction motor TEFC type suitable for operation on 415 volts, 3
phase 50 Hz AC supply with IP 55 class of protection for enclosure, horizontal
foot mounted type with Class-'F' insulation, conforming to IS : 325. (D)
M.S.fabricated Common base plate, coupling, coupling guard, foundation
bolts etc. as required. (E) Suitable cement concrete foundation duly plastered
and with anti vibration pads.

18.3.1 180 Ipm at 88 m Head Set 1,11,785.00

18.3.2 180 Ipm at 70 m Head Set 90,878.00
18.3.3 180 Ipm at 56 m Head Set 72,294.00
18.3.4 300 Ipm at 88 m Head Set 1,46,630.00
18.3.5 300 Ipm at 70 m Head Set 1,12,017.00
18.3.6 300 Ipm at 56 m Head Set 1,01,331.00
 269

Item Code Description Unit Justified Rate

18.4 (A) Supplying, installation, testing and commissioning of electric driven terrace
pump suitable for automatic operation and consisting of following,
complete in all respects, as required: (Terrace Pump) (B) Horizontal type,
multistage, centrifugal, split casing pump of cast iron body & bronze impeller
with stainless steel shaft, mechanical confirming to IS: 1520 (C) Suitable HP
squirell cage induction motor TEFC type suitable for operation on 415 volts, 3
phase, 50 Hz, AC supply with IP55 class of protection for enclosure, horiziontal
foot mounted type with Class-'F' insulation, conforming to IS-325. (D) M.S.
fabricated common base plate, coupling, coupling guard, foundation bolts etc.
as required. (E) Suitable cement concrete foundation duly plastered and with
anti vibration pads.

18.4.1 900 Ipm at 35 m Head Set 89,611.00

18.4.2 450 Ipm at 35 m Head Set 75,884.00
18.5 Fabrication, supply, Insallation testing & commissioning of Electrical control
panel of cubical construction, floor mounted type, fabricated out of 2mm thick
CRCA sheet, compartmentalised with hinged lockable doors, dust and vermin
proof, powder coated of approved shade after 7 tank treatment process, cable
alley, inter-connection with suitable size copper conductor cable/solid copper
strip, having switchgears and accessories, mountings and internal wiring,
earth terminals, numbering etc. complete in all respect, suitable for main fire
pump, pressurisation pump & diesel pump set complete as per CPWD
specification with following in coming and Outgoings, suitable for operation
on 415V, 3 phase, 50Hz Ac Supply with enclosure protection class 1P42 as
required:
18.5.1 INCOMING 250A, 50kA 4 Pole MCCB, Ics=100% lcu rating Digital Voltmeter 0- Set 2,15,458.00
500V with selector switch Digital Ammeter (0-250 A) with selector swtich & CTs
etc. LED type RYB phase indicating lamps, ON, OFF, trip indicating lamps
Set of Copper Bus Bar 300A OUTGOING ( Note : All outgoing feeders for pumps
should have digital Ammeter with selector switches, and LED type ON,
OFF, trip indicating lamps) MAIN FIRE PUMP 125 A, 50kA TPN MCCB,
Ics=100% lcu, with fully automatic Star/Delta starter suitable for 60 HP
pump with overload protection, current sensing type single phase preventor
complete with all acceessories and internal wiring required for automatic
operation, selector switch for local/remote, auto/manual/OFF operation.
JOCKEY PUMP 63 A, 50kA TPN MCCB, Ics=100`)/0 lcu, with suitable HP
fully automatic Star/Delta starter with overload protection, current
sensing type single phase preventor complete with all acceessories and internal
wiring required for automatic operation, selector switch for local/remote,
auto/manual/OFF operation. DIESEL ENGINE CONTROL Control for diesel engine
comprising - Automatic/Manual selctor switch & 3 attempts starting device,
timers and relays as required, push buttons, start/stop in manual mode
Indicating lamp for high/ Low Lub. Oil pressure, High Water Temp and Engine
on indication Battery charger suitbale for 12V/24 V DC with boost and trickle
selector switch, 0-30 V DC volt meter, and 0-20 A DC Ammeter All standard
relays and accessories for automatic operation of diesel engine SYSTEM
CONTROLLER Designing, Supply, Installation, Testing and commissioning
of system controller to control operation of main electric fire pump, diesel
pump, Pressurization pump, Terrace pump in sequence as per specification
consisting of relays, timers. Sensors, annunciation window for fault indication,
complete as per specification
 270

Item Code Description Unit Justified Rate

18.5.2 INCOMING 400A, 50kA 4 Pole MCCB, Ics=100`)/0 lcu rating Digital Voltmeter 0-Set 2,52,394.00
500V with selector switch Ammeter (0-400 A) with selector swtich & CTs etc.
LED type RYB phase indicating lamps, ON, OFF, trip indicating lamps Set
of Copper Bus Bar 500A OUTGOING (Note : All outgoing feeders for pumps
should have digital Ammeter with selector switches, and LED type ON,
OFF, trip indicating lamps) MAIN FIRE PUMP 200 A, 50kA TPN MCCB,
Ics=100°/0 lcu, with fully automatic Star/Delta starter suitable for 75 hp
pump with overload protection, current sensing type single phase preventor
complete with all acceessories and internal wiring required for automatic
operation, selector switch for local/remote, auto/manual/OFF operation.
JOCKEY PUMP 100 A, 50kA TPN MCCB, Ics=100% lcu, with suitable HP
fully automatic Star/Delta starter with overload protection, current
sensing type single phase preventor complete with all acceessories and internal
wiring required for automatic operation, selector switch for local/remote,
auto/manual/OFF operation. DIESEL ENGINE CONTROL Control for diesel engine
comprising - Automatic/Manual selctor switch & 3 attempt starting device,
timers and relays as required, push buttons, start/stop in manual mode
Indicating lamp for high/ Low Lub. Oil pressure, High Water Temp and Engine
on indication Battery charger suitbale for 12V/24 V DC with boost and trickle
selector switch, 0-30 V DC volt meter, and 0-20 A DC Ammeter All standard
relays and accessories for automatic operation of diesel engine SYSTEM
CONTROLLER Designing, Supply, Installation, Testing and commissioning
of system controller to control operation of main electric fire pump, diesel
pump, Pressurization pump, Terrace pump in sequence as per specification
consisting of relays, timers. Sensors, annunciation window for fault indication,
complete as per specifications.

18.5.3 INCOMING 630A, 50kA 4 Pole MCCB, Ics=100% lcu rating Digital Voltmeter 0- Set 2,83,174.00
500V with selector switch Ammeter (0-630 A) with selector swtich & CTs etc.
LED type RYB phase indicating lamps, ON, OFF, trip indicating lamps Set
of Copper Bus Bar 800Amps OUTGOING ( Note : All outgoing feeders for
pumps should have digital Ammeter with selector switches, and LED type
ON, OFF, trip indicating lamps) MAIN FIRE PUMP 250 A, 50kA TPN MCCB,
Ics=100% lcu, with fully automatic Star/Delta starter suitable for 100 hp
pump with overload protection, current sensing type single phase preventor
complete with all acceessories and internal wiring required for automatic
operation, selector switch for local/remote, auto/manual/OFF operation.
JOCKEY PUMP 125 A, 50kA TPN MCCB, Ics=100% lcu, with Suitable HP
fully automatic Star/Delta starter with overload protection, current
sensing type single phase preventor complete with all acceessories and internal
wiring required for automatic operation, selector switch for local/remote,
auto/manual/OFF operation. DIESEL ENGINE CONTROL Control for diesel engine
comprising - Automatic/Manual selctor switch & 3 attempts starting device,
timers and relays as required, push buttons, start/stop in manual mode
Indicating lamp for high/ Low Lub. Oil pressure, High Water Temp and Engine
on indication Battery charger suitbale for 12V/24 V DC with boost and trickle
selector switch, 0-30 V DC volt meter, and 0-20 A DC Ammeter All standard
relays and accessories for automatic operation of diesel engine SYSTEM
CONTROLLER Designing, Supply, Installation, Testing and commissioning
of system controller to control operation of main electric fire pump, diesel
pump, Pressurization pump, Terrace pump in sequence as per specification
consisting of relays, timers. Sensors, annunciation window for fault indication,
complete as per specification
 271

Item Code Description Unit Justified Rate

18.5.4 INCOMING 400A, 50kA 4 Pole MCCB, Ics=100`/)0 lcu Rating Digital Voltmeter 0-Set 3,26,265.00
500V with selector switch Ammeter (0-400 A) with selector swtich & CTs etc.
LED type RYB phase indicating lamps, ON, OFF, trip indicating lamps Set
of Copper Bus Bar 500Amps OUTGOING (Note : All outgoing feeders for pumps
should have digital Ammeter with selector switches, and LED type ON,
OFF, trip indicating lamps) MAIN FIRE PUMP 125 Amp, 50kA TPN MCCB,
Ics=100°/0 lcu, with fully automatic Star/Delta starter suitable for 60 hp
pump with overload protection, current sensing type single phase preventor
complete with all acceessories and internal wiring required for automatic
operation, selector switch for local/remote, auto/manual/OFF operation. 2
sets JOCKEY PUMP 63 Amp, 50kA TPN MCCB, Ics=100`)/0 lcu, with Suitable
HP fully automatic Star/Delta starter with overload protection, current
sensing type single phase preventor complete with all acceessories and internal
wiring required for automatic operation, selector switch for local/remote,
auto/manual/OFF operation. - 2 sets DIESEL ENGINE CONTROL Control for
diesel engine comprising - Automatic/Manual selctor switch & 3 attempts
starting device, timers and relays as required, push buttons, start/stop in
manual mode Indicating lamp for high/ Low Lub. Oil pressure, High Water Temp
and Engine on indication Battery charger suitbale for 12V/24 V DC with boost
and trickle selector switch, 0-30 V DC volt meter, and 0-20 A DC Ammeter All
standard relays and accessories for automatic operation of diesel engine
SYSTEM CONTROLLER Designing, Supply, Installation, Testing and
commissioning of system controller to control operation of main electric fire
pump, diesel pump, Pressurization pump, Terrace pump in sequence as per
specification consisting of relays, timers. Sensors, annunciation window for fault
indication, complete as per specification

18.5.5 INCOMING 630A, 50kA 4 Pole MCCB, Ics=100`/)0 lcu Rating Digital Voltmeter 0-Set 3,93,981.00
500V with selector switch Ammeter (0-630 A) with selector swtich & CTs etc.
LED type RYB phase indicating lamps, ON, OFF, trip indicating lamps Set
of Copper Bus Bar 800Amps OUTGOING (Note : All outgoing feeders for pumps
should have digital Ammeter with selector switches, and LED type ON,
OFF, trip indicating lamps) MAIN FIRE PUMP 200 Amp, 50kA TPN MCCB,
Ics=100% lcu, with fully automatic Star/Delta starter suitable for 75 hp pump
with overload protection, current sensing type single phase preventor
complete with all acceessories and internal wiring required for automatic
operation, selector switch for local/remote, auto/manual/OFF operation. 2
sets JOCKEY PUMP 100 Amp, 50kA TPN MCCB, Ics=100% lcu, with Suitable HP
fully automatic Star/Delta starter with overload protection, current
sensing type single phase preventor complete with all acceessories and internal
wiring required for automatic operation, selector switch for local/remote,
auto/manual/OFF operation. - 2 sets DIESEL ENGINE CONTROL Control for
diesel engine comprising - Automatic/Manual selctor switch & 3 attempts
starting device, timers and relays as required, push buttons, start/stop in
manual mode Indicating lamp for high/ Low Lub. Oil pressure, High Water Temp
and Engine on indication Battery charger suitbale for 12V/24 V DC with boost
and trickle selector switch, 0-30 V DC volt meter, and 0-20 A DC Ammeter All
standard relays and accessories for automatic operation of diesel engine
SYSTEM CONTROLLER Designing, Supply, Installation, Testing and
commissioning of system controller to control operation of main electric fire
pump, diesel pump, Pressurization pump, Terrace pump in sequence as per
specification consisting of relays, timers. Sensors, annunciation window for fault
indication, complete as per specification
 272

Item Code Description Unit Justified Rate

18.5.6 INCOMING 800A, 50kA 4 Pole MCCB, Ics=100% lcu Rating Digital Voltmeter 0- set 5,04,788.00
500V with selector switch Ammeter (0-800 A) with selector swtich & CTs etc.
LED type RYB phase indicating lamps, ON, OFF, trip indicating Set of
Copper Bus Bar 1000Amps OUTGOING (Note : All outgoing feeders for pumps
should have digital Ammeter with selector switches, and LED type ON,
OFF, trip indicating lamps) MAIN FIRE PUMP 250 Amp, 50kA TPN MCCB,
Ics=100°/0 lcu, with fully automatic Star/Delta starter suitable for 100 hp
pump with overload protection, current sensing type single phase preventor
complete with all acceessories and internal wiring required for automatic
operation, selector switch for local/remote, auto/manual/OFF operation. 2
sets JOCKEY PUMP 125 Amp, 50kA TPN MCCB, Ics=100% lcu, with Suitable HP
fully automatic Star/Delta starter with overload protection, current
sensing type single phase preventor complete with all acceessories and internal
wiring required for automatic operation, selector switch for local/remote,
auto/manual/OFF operation. 2 sets DIESEL ENGINE CONTROL Control for diesel
engine comprising - Automatic/Manual selctor switch & 3 attempts starting
device, timers and relays as required, push buttons, start/stop in manual mode
Indicating lamp for high/ Low Lub. Oil pressure, High Water Temp and Engine
on indication Battery charger suitbale for 12V/24 V DC with boost and trickle
selector switch, 0-30 V DC volt meter, and 0-20 A DC Ammeter

18.6 Providing laying, testing & commissioning of 'C' class heavy duty MS Pipe
conforming to IS 1239/3589 i/c fittings like elbows, tees, flanges, tapers, nuts
bolts, gaskets etc. in ground including welding, excavation & providing cement
concrete blocks as supports, anticorrosive treatment with coaltar/asphalt
tape as per IS 10221, refilling the trench etc. of following sizes complete
as required.
18.6.1 200 mm. dia (wall thickness = 6.3 mm) m 4,119.00
18.6.2 150 mm. Dia m 33,014.00
18.7 Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe
conforming to IS 3589/IS 1239 including Welding, fittings like elbows,
tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the
wall/ceiling with suitable clamp/support frame and painting with two or
more coats of synthetic enamel paint of required shade complete as required :

18.7.1 25 mm dia Metre 662.00

18.7.2 32 mm dia m 458.00
18.7.3 40 mm dia Metre 921.00
18.7.4 50 mm dia Metre 1,138.00
18.7.5 65 mm dia Metre 1,432.00
18.7.6 80 mm dia Metre 1,670.00
18.7.7 100 mm dia Metre 2,261.00
18.7.8 150 mm dia Metre 3,158.00
18.7.9 200 mm dia (wall thickness 6.3 mm) Metre 4,817.00
18.7.10 250 mm dia (wall thickness 6.3 mm) Metre 5,866.00
18.7.11 300 mm dia (wall thickness 7.1 mm) Metre 3,779.00
18.8 Providing, laying, testing & commissioning of 'B' class medium duty G.I. pipe
conforming to IS 1239 including welding, fittings like elbows, tees, flanges,
tapers, nuts, bolts, gaskets etc. and fixing the pipe on the wall/ceiling with
suitable clamp/support frame and painting with two or more coats of
synthetic enamel paint of required shade comolete as required

18.8.1 25 mm Metre 543.00

18.8.2 32 mm Metre 605.00
18.8.3 40 mm Metre 743.00
18.8.4 50 mm Metre 828.00
18.8.5 65 mm Metre 1,034.00
 273

Item Code Description Unit Justified Rate

18.8.6 80 mm Metre 1,188.00
18.8.7 100 mm Metre 1,527.00
18.8.8 150 mm Metre 2,107.00
18.9 Supplying and fixing single headed internal hydrant valve with
instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron
wheel ISI marked conforming to IS 5290 (Type -A) with blank
Gunmetal/Stainless Steel cap and chain as required :
18.9.1 Single headed Gunmetal Set 6,754.00
18.9.2 Single headed Stainless steel Set 5,433.00
18.10 Supplying and fixing Single headed external yard hydrant valve with 1 No. 63
mm dia instantaneous FM Gunmetal/Stainless Steel coupling and cast iron
wheel, ISI marked, conforming to IS 5290 (type A) with blank
Gunmetal/Stainless Steel cap and chain as required :

18.10.1 Single headed Gunmetal Set 6,754.00

18.10.2 Single headed Stainless steel Set 5,433.00
18.11 Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating
with bronze/gunmetal seat duly ISI marked complete with nuts, bolts,
washers, gaskets conforming to IS 13095 of following sizes as required :

18.11.1 40 mm dia Set 3,174.00

18.11.2 50mm dia Set 3,351.00
18.11.3 65 mm dia Set 3,817.00
18.11.4 80 mm dia Set 4,408.00
18.11.5 100 mm dia Set 5,901.00
18.11.6 150mm dia Set 7,961.00
18.11.7 200mm dia Set 13,439.00
18.11.8 250mm dia Set 18,014.00
18.11.9 300mm dia Set 21,723.00
18.12 Supplying, fixing, testing & commissioning of double flanged sluice valve of
rating PN 1.6 with non rising spindle, bronze/gun metal seat, ISI marked
complete with nuts, bolts, washers, gaskets and conforming to IS 780 of
following sizes as required :
18.12.1 40mm dia Set 5,023.00
18.12.2 50 mm dia Set 6,352.00
18.12.3 65mm dia Set 8,143.00
18.12.4 80mnn dia Set 9,424.00
18.12.5 100mm dia Set 11,654.00
18.12.6 150mm dia Set 20,013.00
18.12.7 200mm dia Set 34,543.00
18.12.8 250mm dia Set 40,843.00
18.12.9 300mm dia Set 57,680.00
18.13 Supplying and fixing orifice plate made out of 6 mm thick stainless steel (Grade Each 1,164.00
304) with orifice of required size to be fitted between flange & landing valve of
external and internal hydrants to reduce pressure at the outlet to the level
of 3.5 kg/cm2 complete as required.

18.14 Providing, installation, testing and commissioning of non-return valve of

following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts,
nuts, washers etc.as required :
18.14.1 40mm dia Set 5,116.00
18.14.2 50mm dia Set 5,116.00
18.14.3 65mnn dia Set 5,666.00
18.14.4 80mm dia Set 6,790.00
18.14.5 100mm dia Set 9,744.00
 274

Item Code Description Unit Justified Rate

18.14.6 125mm dia Set 14,007.00
18.14.7 150mm dia Set 15,650.00
18.14.8 200mm dia Set 25,731.00
18.14.9 250mm dia Set 39,765.00
18.14.10 300mm dia Set 53,059.00
18.15 Providing, installation, testing and commissioning of stainless steel Y-
strainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet with 3
mm dia holes with stainless steel flange.
18.15.1 80 mm dia Each 4,172.00
18.15.2 100mm dia Each 5,898.00
18.15.3 150mm dia Each 8,318.00
18.15.4 200mm dia Each 19,578.00
18.15.5 250mm dia Each 24,120.00
18.15.6 300mm dia Each 32,153.00
18.16 Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male
and female couplings duly bound with GI wire, rivets etc. conforming to IS 636
(type-A) as required :
18.16.1 Gun Metal Set 4,559.00
18.16.2 Stainless Steel (Grade 304) Set 3,899.00
18.17 Supplying and fixing first-aid Hose Reel with MS construction spray painted in
post office red, conforming to IS 884 complete with the following as required.
20 mm nominal internal dia water hose thermoplastic (Textile reinforced)
type -2 as per IS: 12585 20 mm nominal internal dia gun metal globe valve &
nozzle. Drum and brackets for fixing the equipmets on wall. Connections from
riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket.

18.17.1 30m Set 7,666.00

18.17.2 40m Set 10,645.00
18.18 Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal
internal diameter size nozzle conforming to IS 903 suitable for
instantaneous connection to interconnect hose pipe coupling as required:

18.18.1 Gun metal Nos. 2,117.00

18.18.2 Stainless Steel (Grade 304) Nos. 1,456.00
18.19 Supplying and fixing of fire brigade connection of cast iron body with gun metal
male instantaneous inlet couplings complete with cap and chain as reqd. for
suitable dia MS pipe connection conforming to IS 904 as required:

18.19.1 2 way-100 mm dia M.S. Pipe Set 5,961.00

18.19.2 4 way - 150 mm dia M.S. Pipe Set 12,303.00
18.19.3 3 way- 150 mm dia M.S. Pipe Set 8,340.00
18.20 Supplying and fixing air vessel made of 250 mm dia, 8 mm thick MS sheet, Set 16,103.00
1200 mm in height with air release valve on top and flanged connection to
riser, drain arrangement with 25 mm dia gun metal wheel valve with
required accessories, pressure gauge and painting with synthetic enamel
paint of approved shade as required.

18.21 Providing, fixing, testing & commissioning of 15nnm dia quartzoid bulb type
sprinklers of rating 68 degree centigrade with required accessories:

18.21.1 Pendent Sprinkler Each 470.00

18.21.2 Upright Sprinkler Each 470.00
18.21.3 Horizontal side wall sprinkler Each 554.00
18.21.4 Concealed sprinkler Each 1,270.00
18.22 Providing & fixing of pressure switch in M.S. pipe line including connection Each 1,368.00
etc. as required.
18.23 Providing & fixing flow switch in following sizes M.S. pipe including connection
etc as required.
 275

Item Code Description Unit Justified Rate

18.23.1 100mm dia Each 6,638.00
18.23.2 150mm dia Each 7,960.00
18.24 Providing, fixing, testing & commissioning of installation control valve of
cast iron body, brass/bronze working parts comprising of water motor
alarm, bronze seat clapper, clapper arm and hydraulically driven
mechanical gong bell to sound continuous alarm when the wet riser/sprinkler
system activates, pressure gauges, emergency releases, strainer, pressure
switch, cock valve complete with drain valve and bypass, test control box, ball
valves, MS pipe of required size, flanges, orifice plate, gasket etc of follwing
sizes as required

18.24.1 80mnn dia Set 37,537.00

18.24.2 100mm dia Set 39,558.00
18.24.3 150mm dia Set 42,364.00
18.25 Supplying, installation, testing & commissioning of sprinkler flexible pipe (UL
Listed) of stainless steel complete with 15 NPT on reducer thread with
maximum working pressure of 175 PSI test pressure of 875 PSI (Burst) with
branch line (Inlet) 25mm NPT male thread to sprinkler head (Outlet) 15mm
NPT female thread with reducer, nipple, 2 side brackets, center bracket,
stockbar of following sizes complete as reauired.

18.25.1 700mm Set 1,222.00

18.25.2 1000mm Set 1,396.00
18.25.3 1200mm Set 1,477.00
18.25.4 1500mm Set 1,619.00
18.26 Supplying, installation, testing & commissioning of deluge valve (to be used
for water curtains) UL listed with wet pilot basic trim assembly for DVA
with test and alarm, drip and drain valve with water motor gong complete as
required.
18.26.1 50 mm dia Set 72,845.00
18.26.2 80 mm dia Set 73,370.00
18.26.3 100mm dia Set 82,089.00
18.26.4 150mm dia Set 1,01,428.00
18.27 Providing, installation, testing & commissioning of water curtain nozzle Each 627.00
15mm dia nickel chrome plated brass, BSPT, K-factor as per design
consideration complete as required.
18.28 Providing, installation, testing & commissioning of electric release trim Set 6,474.00
assembly for deluge wall with two way solelnoid valve, weather proof operation
on 24 volts DC supply complete as required.

18.29 Providing, installation, testing & commissioning of adjustable rosette plate for Each 201.00
15mm dia in white finish UL Listed or FM approved complete as required.

19 BLDC
19.1 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star Each 2,399.00
rated, ceiling fan with Brush Less Direct Current (BLOC) Motor, class of
insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit,
safety rope, copper winding, Power Factor not less than 0.9, Service Value
(CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM
(tolerance as per IS : 374-2019), THD less than 10%, remote or electronic
regulator unit for speed control and all remaining accessories including safety
pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation
resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC
Supply, earthing etc. complete as required.
 276

Item Code Description Unit Justified Rate

SOR for Road and Bridge Works

For Ranchi
CHAPTER-1
CARRIAGE OF MATERIALS
Item Code Description Unit Justified Rate
1.1 cum 153.00
Loading and unloading of stone boulder / stone aggregates / sand / kanker
/Earth/ moorum. (Placing tipper at loading point, loading with front end loader,
dumping, turning for return trip, excluding time for haulage and return trip)
1.2 Loading and Unloading of Boulders by Manual Means cum 307.00
1.3 Loading and Unloading of Cement, Steel ,Bitumen,Hume Pipe (NP4) by Manual tonne 408.00
Means and stacking.
1.4 Cost of Haulage Excluding Loading and Unloading
(i) Surfaced Road tonne.km 9.20
(ii) Unsurfaced Gravelled Road tonne.km 11.00
(iii) Katcha Track and Track in river bed / nallah bed and choe bed. tonne.km 22.20
1.5 cum 2,313.00
Hand Broken Stone Aggregates 63 mm nominal size (Supply of quarried stone,
hand breaking into coarse aggregate 63 mm nominal size (passing 80 mm and
retained on 50 mm sieve) and stacking as directed)
1.6 Crushing of stone aggregates 13.2 mm nominal size. (Crushing of stone cum 1,515.00
boulders of 150 mm size in an integrated stone crushing unit of 200 tonnes per
hour capacity comprising of primary and secondary crushing units, belt
conveyor and vibrating screens to obtain stone aggregates of 13.2 mm nominal
size.)
1.7 cum 1,285.00
Crushing of stone aggregates 20 mm nominal size (Crushing of stone boulders
of 150 mm size in an integrated stone crushing unit of 200 tonnes per hour
capacity comprising of primary and secondary crushing units, belt conveyor and
vibrating screens to obtain stone aggregates of 20 mm nominal size.)
1.8 cum 1,084.00
Crushing of stone aggregates 40 mm nominal size (Crushing of stone boulders
of 150 mm size in an integrated stone crushing unit of 200 tonnes per hour
capacity comprising of primary and secondary crushing units, belt conveyor and
vibrating screens to obtain stone aggregates of 40 mm nominal size.)

CHAPTER-2
SITE CLEARANCE
Item Code Description Unit Justified Rate
2.1
Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of
trees, including cutting of trunks, branches and removal of stumps, roots,
stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and
earth filling in the depression/pit.)
(i) Girth from 300 mm to 600 mm each 514.00
(ii) Girth from 600 mm to 900 mm each 815.00
(iii) Girth from 900 mm to 1800 mm each 1,741.00
(iv) Girth above 1800 mm each 3,435.00
2.2 Clearing Grass and Removal of Rubbish hectare 41,162.00
2.3 Clearing and Grubbing Road Land .(Clearing and grubbing road land including
uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to
300 mm, removal of stumps of trees cut earlier and disposal of unserviceable
materials and stacking of serviceable material to be used or auctioned up to a
lead of 1000 metres including removal and disposal of top organic soil not
exceeding 150 mm in thickness.)
 277

Item Code Description Unit Justified Rate

(i) By Manual Means:-
A In area of light jungle hectare 1,23,721.00
B In area of thorny jungle hectare 1,65,119.00
(ii) By Mechanical Means
A In area of light jungle hectare 21,679.00
B In area of thorny jungle hectare 27,073.00
2.4 Dismantling of Structures (Dismantling of existing structures like culverts,
bridges, retaining walls and other structure comprising of masonry, cement
concrete, wood work, steel work, including T&P and scaffolding wherever
necessary, sorting the dismantled material, disposal of unserviceable material
and stacking the serviceable material with all lifts and lead of 1000 metres)
(i) Lime /Cement Concrete
I By Manual Means
A Lime Concrete, cement concrete grade M-10 and below cum 710.00
B Cement Concrete Grade M-15 & M-20 cum 874.00
C Prestressed / Reinforced cement concrete grade M-20 & above cum 2,572.00
II By Mechanical Means for items No. 202( b) & ( c)
A Cement Concrete Grade M-15 & M-20 cum 510.00
B Prestressed / Reinforced cement concrete grade M-20 & above cum 1,062.00
(ii) Dismantling Brick / Tile work
A In lime mortar cum 380.00
B In cement mortar cum 545.00
C In mud mortar cum 314.00
D Dry brick pitching or brick soling cum 281.00
(iii) Dismantling Stone Masonry
A Rubble stone masonry in lime mortar cum 446.00
B Rubble stone masonry in cement mortar. cum 545.00
C Rubble Stone Masonry in mud mortar. cum 380.00
D Dry rubble masonry cum 347.00
E Dismantling stone pitching/ dry stone spalls. cum 314.00
F Dismantling boulders laid in wire crates including opening of crates and stacking cum 380.00
dismantled materials.
(iv) Wood work wrought framed and fixed in frames of trusses upto a height of 5 m cum 1,141.00
above plinth level
(v) Steel work in all types of sections upto a height of 5 m above plinth level
excluding cutting of rivet.
A Including dismembering tonne 3,255.00
B Excluding dismembering. tonne 2,390.00
C Extra over item No( V ) A and( V ) B for cutting rivets. tonne 24.70
(vi) Scraping of bricks dismantled from brick work including stacking.
A 1000 2,881.00
In lime/Cement mortar
numbers
B 1000 1,029.00
In mud mortar
numbers
(vii) Scraping of Stone from dismantled stone masonry
A In cement and lime mortar cum 1,156.00
B In Mud mortar cum 245.00
(viii) sqm 33.70
Scarping plaster in lime or cement mortar from brick/ stone masonry
(ix) Removing all type of hume pipes and stacking within a lead of 1000 metres
including earthwork and dismantling of masonry works.
A Up to 600 mm dia metre 427.00
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Item Code Description Unit Justified Rate

B Above 600 mm to 900 mm dia metre 578.00
C Above 900 mm metre 990.00
2.5
Dismantling of Flexible Pavements (Dismantling of flexible pavements and
disposal of dismantled materials up to a lead of 1000 metres, stacking
serviceable and unserviceable materials separately)
I By Manual Means
A Bituminous courses cum 1,325.00
B Granular courses cum 901.00
II By Mechanical Means
A Bituminous course cum 342.00
2.6 Dismantling of Cement Concrete Pavement (Dismantling of cement concrete cum 1,272.00
pavement by mechanical means using pneumatic tools, breaking to pieces not
exceeding 0.02 cum in volume and stock piling at designated locations and
disposal of dismantled materials up to a lead of 1000 metres, stacking
serviceable and unserviceable materials separately)
2.7 metre 135.00
Dismantling Guard Rails (Dismantling guard rails by manual means and disposal
of dismantled material with all lifts and up to a lead of 1000 metres, stacking
serviceable materials and unserviceable materials separately.)
2.8 metre 17.00
Dismantling Kerb Stone (Dismantling kerb stone by manual means and disposal
of dismantled material with all lifts and up to a lead of 1000 metre)
2.9 Dismantling Kerb Stone channel (Dismantling kerb stone channel by manual metre 26.00
means and disposal of dismantled material with all lifts and up to a lead of 1000
metre)
2.10 Dismantling Kilometre Stone (Dismantling of kilometre stone including cutting
of earth, foundation and disposal of dismantled material with all lifts and lead
upto 1000 m and back filling of pit.)
A 5th KM stone each 742.00
B Ordinary KM Stone each 435.00
C Hectometre Stone each 87.00
2.11 metre 110.50
Dismantling of Fencing (Dismantling of barbed wire fencing/ wire mesh fencing
including posts, foundation concrete, back filling of pit by manual means
including disposal of dismantled material with all lifts and up to a lead of 1000
metres, stacking serviceable material and unserviceable material separately. )
2.12 Dismantling of CI Water Pipe Line (Dismantling of CI water pipe line 600 mm metre 260.00
dia including disposal with all lifts and lead upto 1000 metres and stacking of
serviceable material and unserviceable material separately under supervision of
concerned department)
2.13 Removal of Cement Concrete Pipe of Sewer Gutter (Removal of cement metre 352.00
concrete pipe of sewer gutter 1500 mm dia under the supervision of concerned
department including disposal with all lifts and up to a lead of 1000 metres and
stacking of serviceable and unserviceable material separately but excluding
earth excavation and dismantling of masonry works.)
2.14 Removal of Telephone / Electric Poles and Lines (Removal of telephone / each 358.00
Electric poles including excavation and dismantling of foundation concrete and
lines under the supervision of concerned department, disposal with all lifts and
up to a lead of 1000 metres and stacking the serviceable and unserviceable
material separately)

CHAPTER-3
EARTH WORK, EROSION CONTROL AND DRAINAGE
Item Code Description Unit Justified Rate
3.1 Excavation in Soil by Manual Means. (Excavation for roadway in soil using
manual means including loading in truck for carrying of cut earth to
embankment site with all lifts and lead upto1000 metres.)
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Item Code Description Unit Justified Rate

cum 410.00
(i) excluding Royalty but excluding the cost of watering, rolling & compaction
cum 449.00
(ii) excluding Royalty but including, cost of watering, rolling & compaction
Note In case there is a situation where the cross-section is of cut and fill and cut cum 333.00
earth is required to be used in embankment in the immediate vicinity, the item
of carriage in the truck shall be omitted. inclunding Royalty @ Rs. 24.00 per
cum.
3.2 (i) Excavation in ordinary rock by manual means (Excavation in ordinary rock using cum 582.00
manual means including loading in a truck and carrying of excavated material
to embankment site with in all lifts and leads upto 1000 metres ) including
Royalty @ Rs. 24.00 per cum but excluding cost of watering , rolling &
compaction
(ii) Excavation in ordinary rock using manual means including loading in a truck cum 620.00
and carrying of excavated material to embankment site with in all lifts and
leads upto 1000 metres excluding Royalty, cost of watering , rolling &
compaction
Note cum 504.00
In case there is a situation where the cross-section is of cut and fill and cut
earth is required to be used in embankment in the immediate vicinity, the item
of carriage in the truck shall be omitted -excluding Royalty.
3.3 Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road cum 70.00
way in soil by mechanical means including cutting and pushing the earth to site
of embankment upto a distance of 100 metres (average lead50 metres),
including trimming bottom and side slopes in accordance with requirements of
lines, grades and cross sections.)
3.4 Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation cum 124.00
for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and
pushing the cut earth to site of embankment upto a distance of 100 metres (
average lead 50 metres ), trimming bottom and side slopes in accordance with
the requirements of lines, grades and cross sections.)
3.5 Excavation in Hard Rock (requiring blasting) with disposal upto 1000 metres cum 102.00
(Excavation for roadway in hard rock (requiring blasting) by drilling, blasting
and breaking, trimming of bottom and side slopes in accordance with
requirements of lines, grades and cross sections, loading and disposal of cut
road with in all lifts and leads upto 1000 metres )
3.6 Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal
upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator
of0.9 cum bucket capacity including cutting and loading in tippers, trimming
bottom and side slopes, in accordance with requirements of lines, grades and
cross sections, and transporting to the embankment location within all lifts and
lead upto 1000m)
(i) cum 80.00
excluding Royalty but excluding the cost of watering, rolling & compaction
(ii) cum 95.00
excluding Royalty but including, cost of watering, rolling & compaction
3.7 Excavation in Ordinary Rockusing Hydraulic ExcavatorCK-90 and Tippers with
disposal upto 1000 metres. (Excavation for roadway in ordinary rock with
hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in
tippers, transporting to embankment site within all lifts and lead upto 1000 m,
trimming bottom and side slopes in accordance with requirements of lines,
grades and cross sections.)
(i) cum 92.00
excluding Royalty but excluding the cost of watering, rolling & compaction
(ii) cum 131.00
excluding Royalty but including, cost of watering, rolling & compaction
3.8 Excavation in Hard Rock (blasting prohibited) (Excavation for roadway in hard
rock (blasting prohibited) with rock breakers including breaking rock, loading
in tippers and disposal within all lifts and lead upto 1000 metres, trimming
bottom and side slopes in accordance with requirements of lines, grades and
cross sections.)
A Mechanised cum 450.00
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Item Code Description Unit Justified Rate

B Manual Method cum 2,186.00
3.9 Excavation in Hard Rock (controlled blasting) with disposal upto 1000 metres cum 118.00
(Excavation for roadway in hard rock with controlled blasting by drilling,
blasting and breaking, trimming of bottom and side slopes in accordance with
requirements of lines, grades and cross sections, loading and disposal of cut
road with in all lifts and leads upto 1000 metres )
3.10
Excavation in Marshy Soil (Excavation for roadway in marshy soil with hydraulic
excavator 0.9 cum bucket capacity including cutting and loading in tippers and
disposal with in all lifts and lead upto 1000 metres, trimming of bottom and side
slopes in accordance with requirements of lines, grades and cross sections.)
(i) cum 85.00
excluding Royalty but excluding the cost of watering, rolling & compaction
(ii) cum 124.00
excluding Royalty but including, cost of watering, rolling & compaction
3.11 Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of cum 81.00
unserviceable soil including excavation, loading and disposal upto 1000 metres
lead but excluding replacement by suitable soil which shall be paid separately
as per clause 305.)
3.12 Pre-splitting of Rock Excavation Slopes (Carrying out excavation in hard rock to sqm 109.00
achieve a specified slope of the rock face by controlled use of explosives and
blasting accessories in properly aligned and spaced drill holes, collection of the
excavated rock by a 80 HP dozer, loading in tipper by a front end loader and
disposing of the material with all lifts and lead upto 1000 m, all as specified in
clause No. 303)
3.13 Excavation for Structures (Earth work in excavation of foundation of structures
as per drawing and technical specification, including setting out, construction of
shoring and bracing, removal of stumps and other deleterious matter, dressing
of sides and bottom, backfilling the excavation earth to the extent required and
utilising the remaining earth locally for road work.)
(i) Ordinary soil
A Manual Means (Depth upto 3 m) cum 659.00
B Mechanical Means (Depth upto 3 m) cum 41.00
(ii) Ordinary rock (not requiring blasting)
A Manual Means (Depth upto 3 m) cum 823.00
B Mechanical Means cum 50.00
(iii) Hard rock ( requiring blasting )
A Manual Means cum 1,194.00
(iv) Hard rock ( blasting prohibited )
A Mechanical Means cum 654.00
(v) Marshy soil
A Manual means ( upto 3 m depth) cum 904.00
B Mechanical Means cum 258.00
3.14 sqm 45.10
Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means
(Scarifying the existing granular road surface to a depth of 50 mm and disposal
of scarified material within all lifts and leads upto 1000 metres. )
3.15 sqm 7.90
Scarifying existing bituminous surface to a depth of 50 mm by mechanical
means (Scarifying the existing bituminous road surface to a depth of 50 mm
and disposal of scarified material with in all lifts and lead upto 1000 metres.)
3.16
Embankment Construction with Material Obtained from Borrow Pits
(Construction of embankment with approved material obtained from borrow pits
with all lifts and leads, transporting to site, spreading, grading to required slope
and compacting to meet requirement of table 300-2)
(i) Rolling with vibratory roller cum 141.00
(ii) Rolling with smooth wheeled roller cum 145.00
 281

Item Code Description Unit Justified Rate

3.17
Construction of Embankment with Material Deposited from Roadway Cutting
(Construction of embankment with approved materials deposited at site from
roadway cutting and excavation from drain and foundation of other structures
graded and compacted to meet requirement of table 300-2)
(i) Rolling with vibratory roller cum 79.00
(ii) Rolling with smooth wheeled roller cum 83.00
3.18
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and
earthen shoulders with approved material obtained from borrow pits with all
lifts & leads, transporting to site, spreading, grading to required slope and
compacted to meet requirement of table No. 300-2)
(i) Rolling with vibratory roller cum 172.00
(ii) Rolling with smooth wheeled roller cum 177.00
3.19 Compacting Original Ground
Case-I
Compacting original ground supporting subgrade (Loosening of the ground upto
a level of500 mm below the subgrade level, watered, graded and compacted in
layers to meet requirement of table 300-2 for subgrade construction.)
(i) Rolling with vibratory roller cum 53.00
(ii) Rolling with smooth wheeled roller cum 58.00
Case-II Compacting original ground supporting embankment
(i) Rolling with vibratory roller cum 21.00
(ii) Rolling with smooth wheeled roller cum 26.00
3.20 Stripping and Storing Top Soil (Stripping, storing of top soil by road side at 15 cum 430.00
m internal and re-application on embankment slopes, cut slopes and other
areas in localities where the available embankment material is not conducive to
plant growth)
3.21 Stripping, storing and re-laying top soil from borrow areas in agriculture fields. cum 42.00
(Stripping of top soil from borrow areas located in agriculture fields, storing at a
suitable place, spreading and re-laying after taking the borrow earth to
maintain fertility of the agricultural field, finishing it to the required levels and
satisfaction of the farmer.)
3.22 Turfing with Sods (Furnishing and laying of the live sods of perennial turf sqm 43.00
forming grass on embankment slope, verges or other locations shown on the
drawing or as directed by the engineer including preparation of ground, fetching
of rods and watering)
3.23 sqm 151.00
Seeding and Mulching (Preparation of seed bed on previously laid top soil,
furnishing and placing of seeds, fertilizer, mulching material, applying
bituminous emulsion at the rate of0.23 litres per sqm and laying and fixing jute
netting, including watering for 3 months all as per clause 308)
3.24
Surface Drains in Soil (Construction of unlined surface drains of average cross
sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions
to the requirement of clause 301 and 309. Excavated material to be used in
embankment within a lead of50 metres (average lead 25 metres))
A Mechanical means metre 53.00
B Manual Means metre 165.00
3.25
Surface Drains in Ordinary Rock (Construction of unlined surface drain of
average cross sectional area 0.4 sqm in ordinary rock to specified lines, grades,
levels and dimensions as per approved design and to the requirement of clause
301 to 309. Excavated material to be used in embankment at site.)
A Mechanical Means metre 106.00
B Manual Means metre 247.00
3.26 Surface Drains in Hard Rock (Rate per metre may be worked out based on metre VALUE
quantity of hard rock as per design.)
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Item Code Description Unit Justified Rate

3.27 metre 581.00
Sub Surface Drains with Perforated Pipe (Construction of subsurface drain with
perforated pipe of 100 mm internal diameter of metal/ asbestos cement/
cement concrete/PVC, closely jointed, perforations ranging from 3 mm to 6 mm
depending upon size of material surrounding the pipe, with 150 mm bedding
below the pipe and 300 mm cushion above the pipe, cross section of excavation
450 x 550 mm. Excavated material to be utilised in roadway at site )

3.28 Aggregate Sub- Surface Drains (Construction of aggregate sub surface drain metre 274.00
300 mm x 450 mm with aggregates conforming to table 300-4, excavated
material to be utilised in roadway )
3.29 metre 3,339.00
Underground Drain at Edge of Pavement (Construction of an underground drain
1 m x 1 m (inside dimensions) lined with RCC-20 cm thick and covered with
RCC slab10 cm in thickness on urban roads)
3.30 Preparation and Surface Treatment of formation. (Preparation and surface sqm 3.00
treatment of formation by removing mud and slurry, watering to the extent
needed to maintain the desired moisture content, trimming to the required line,
grade, profile and rolling with 8-10 tonne smooth wheeled roller, complete as
per clause 310.)
3.31 Construction of Rock fill Embankment (Construction of rock fill embankment cum 43.00
with broken hard rock fragments of size not exceeding 300 mm laid in layers
not exceeding 500 mm thick including filling of surface voids with stone spalls,
blinding top layer with granular material, rolled with vibratory road roller, all
complete as per clause 313)
3.32 cum 151.00
Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly
area by mechanical means including cutting and trimming of side slopes and
disposing of excavated earth with all lifts and lead upto 1000 metres)
3.33 cum 208.00
Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring
Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by
mechanical means including cutting and trimming of slopes and disposal of cut
material with all lift and lead upto 1000 metres )
3.34 cum 275.00
Excavation in Hilly Areas in Hard Rock Requiring Blasting (Excavation in hilly
areas in hard rock requiring blasting, by mechanical means including trimming
of slopes and disposal of cut material with all lifts and lead upto 1000 metres.)
3.35 VALUE
Work in Urban Roads (The cost of earth work in urban roads inhabited area will
be comparatively higher due to following reasons:)
3.36 Embankment Construction with Fly ash/Pond ash available from coal or lignite cum 101.00
burning Thermal Plants as waste material. (Construction of embankment with
fly ash conforming to table 1 of IRC: SP: 58 - 2001 obtained from coal or lignite
burning thermal power stations as waste material, spread and compacted in
layer of 200mm thickness each at OMC, all as specified in IRC: SP: 58-2001
and as per approved plans.)

CHAPTER-4
SUB-BASES, BASES (NON- BITUMINOUS) AND SHOULDERS
Item Code Description Unit Justified Rate
4.1 Granular Sub-base with Close Graded Material (Table:- 400-1)
A Plant Mix Method (Construction of granular sub-base by providing close graded
Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material
to work site, spreading in uniform layers with motor grader on prepared surface
and compacting with vibratory power roller to achieve the desired density,
complete as per clause 401 )
(i) for grading- I Material cum 2,310.00
(ii) for grading- II Material cum 2,439.00
(iii) for grading-III Material cum 2,071.00
 283

Item Code Description Unit Justified Rate

B
By Mix in Place Method (Construction of granular sub-base by providing close
graded material, spreading in uniform layers with motor grader on prepared
surface, mixing by mix in place method with rotavator at OMC, and compacting
with vibratory roller to achieve the desired density, complete as per clause 401)
(i) for grading- I Material cum 2,118.00
(ii) for grading- II Material cum 2,248.00
(iii) for grading-III Material cum 1,880.00
4.2 Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction
of granular sub-base by providing coarse graded material, spreading in uniform
layers with motor grader on prepared surface, mixing by mix in place method
with rotavator at OMC, and compacting with vibratory roller to achieve the
desired density, complete as per clause 401)
(i) for grading- I Material cum 2,334.00
(ii) for grading- II Material cum 2,451.00
(iii) for grading-III Material cum 2,324.00
4.3 Lime Stabilisation for Improving Subgrade (Laying and spreading available soil
in the subgrade on a prepared surface, pulverising, mixing the spread soil in
place with rotavator with 3 % slaked lime having minimum content of 70% of
CaO, grading with motor grader and compacting with the road roller at OMC to
the desired density to form a layer of improved sub grade)
A By Mechanical Means cum 328.00
B By Manual Means cum 433.00
4.4 Lime Treated Soil for Sub- Base (Providing, laying and spreading soil on a cum 366.00
prepared sub grade, pulverising, mixing the spread soil in place with rotavator
with 3 % slaked lime with minimum content of 70% of CaO, grading with motor
grader and compacting with the road roller at OMC to achieve at least 98%of
the max dry density to form a layer of sub base.)
4.5 Cement Treated Soil Sub Base/ Base (Providing, laying and spreading soil on a cum 684.00
prepared sub grade, pulverising, adding the designed quantity of cement to the
spread soil, mixing in place with rotavator, grading with the motor grader and
compacting with the road roller at OMC to achieve the desired unconfined
compressive strength and to form a layer of sub-base/base.)
4.6 Cement Treated Crushed Rock or combination as per clause 403.2 and table
400.4 in Sub base/ Base (Providing, laying and spreading Material on a
prepared sub grade, adding the designed quantity of cement to the spread
Material, mixing in place with rotavator, grading with the motor grader and
compacting with the road roller at OMC to achieve the desired unconfined
compressive strength and to form a layer of sub-base/base.)
(i) For Sub-Base course cum 3,067.00
(ii) For Base course cum 2,515.00
4.7
Making 50 mm x 50 mm Furrows (Making 50 mm x 50 mm furrows, 25mm
deep, 450 to the center line of the road and at one metre interval in the
existing thin bituminous wearing coarse including sweeping and disposal of
excavated material within 1000 metres lead)

i) 25 mm deep furrow cutting sqm 8.10

ii) 50 mm deep furrow cutting sqm 16.10

4.8 Inverted Choke (Construction of inverted choke by providing, laying, spreading cum 1,252.00
and compacting screening B type/ coarse sand of specified grade in uniform
layer on a prepared surface with motor grader and compacting with power roller
etc)
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Item Code Description Unit Justified Rate

4.9 Water Bound Macadam (Providing, laying, spreading and compacting stone
aggregates of specific sizes to water bound macadam specification including
spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10
tonnes / Smooth 3 wheeled Steel Roller in stages to proper grade and camber,
applying and brooming requisite type of screening/ binding Materials to fill up
the interstices of coarse aggregate, watering and compacting to the required
density.)
A By Manual Means
(i)
Grading- I (Using Screening Crushable type such as Moorum or Gravel)
(a) Using Screening Crushable type such as Moorum or Gravel (with Vibratory cum 3,396.00
Roller)
With Smooth 3 wheeled Steel Roller cum 3,411.00
(b) Using Screening Type-A (13.2mm Agg.) (with Vibratory Roller) cum 3,835.00

With Smooth 3 wheeled Steel Roller cum 3,849.00

(ii)
Grading- II (Using Screening Crushable type such as Moorum or Gravel)
(a) Using Screening Crushable type such as Moorum or Gravel (with Vibratory cum 2,865.00
Roller)
With Smooth 3 wheeled Steel Roller cum 2,879.00
(b) Using Screening Type-A (13.2mm Agg.) (with Vibratory Roller) cum 3,075.00

With Smooth 3 wheeled Steel Roller cum 3,089.00

(c) Using Screening Type-B (11.2mm Agg.) (with Vibratory Roller) cum 3,301.00

With Smooth 3 wheeled Steel Roller cum 3,259.00

(iii)
Grading- III (Using Screening Crushable type such as Moorum or Gravel)
(a) Using Screening Crushable type such as Moorum or Gravel (with Vibratory cum 2,865.00
Roller)
With Smooth 3 wheeled Steel Roller cum 2,879.00
(b) Using Screening Type-B (11.2mm Agg.) (with Vibratory Roller) cum 3,244.00

With Smooth 3 wheeled Steel Roller cum 3,259.00

B By Mechanical Means:
(i)
Grading- I (Using Screening Crushable type such as Moorum or Gravel)
(a) Using Screening Crushable type such as Moorum or Gravel (with Vibratory cum 2,917.00
Roller)
With Smooth 3 wheeled Steel Roller cum 2,931.00
(b) Using Screening Type-A (13.2mm Agg.) (with Vibratory Roller) cum 3,356.00

With Smooth 3 wheeled Steel Roller cum 3,370.00

(ii)
Grading- II (Using Screening Crushable type such as Moorum or Gravel)
(a) Using Screening Crushable type such as Moorum or Gravel (with Vibratory cum 2,386.00
Roller)
With Smooth 3 wheeled Steel Roller cum 2,400.00
(b) Using Screening Type-A (13.2mm Agg.) (with Vibratory Roller) cum 2,596.00

With Smooth 3 wheeled Steel Roller cum 2,610.00

(c) Using Screening Type-B (11.2mm Agg.) (with Vibratory Roller) cum 2,822.00

With Smooth 3 wheeled Steel Roller cum 2,779.00

(iii)
Grading- III (Using Screening Crushable type such as Moorum or Gravel)
(a) Using Screening Crushable type such as Moorum or Gravel (with Vibratory cum 2,386.00
Roller)
With Smooth 3 wheeled Steel Roller cum 2,400.00
(b) Using Screening Type-B (11.2mm Agg.) (with Vibratory Roller) cum 2,765.00

With Smooth 3 wheeled Steel Roller cum 2,779.00

 285

Item Code Description Unit Justified Rate

4.10 Crushed Cement Concrete Sub-base / Base (Breaking and crushing of material
obtained by breaking damaged cement concrete slabs to size range not
exceeding 75 mm as specified in table 400.7 transporting the aggregates
obtained from breaking of cement concrete slabs at a lead of L km., laying and
compacting the same as sub base/ base course, constructed as WBM to clause
404 except the use of screening or binding Material.)

With Vibratory Roller cum 353.00

With Smooth 3 wheeled Steel Roller cum 367.00

4.11 Penetration Coat Over Top Layer of Crushed Cement Concrete Base (Spraying sqm 36.80
of bitumen over cleaned dry surface of crushed cement concrete base at the
rate of 25 kg per 10 sqm by a bitumen pressure distributor, spreading of key
aggregates at the rate of 0.13 cum per 10 sqm by a mechanical gritter and
rolling the surface as per clause 506.3.8)
4.12 Wet Mix Macadam (Providing, laying, spreading and compacting graded stone
aggregate to wet mix macadam specification including premixing the Material
with water at OMC in mechanical mix plant carriage of mixed Material by tipper
to site, laying in uniform layers with paver in sub- base / base course on well
prepared surface and compacting with vibratory roller to achieve the desired
density.)

With Vibratory Roller cum 2,581.00

With Smooth 3 wheeled Steel Roller cum 2,610.00

4.13 cum 326.00
Construction of Median and Island with Soil Taken from Roadway Cutting
(Construction of Median and Island above road level with approved material
deposited at site from roadway cutting and excavation for drain and foundation
of other structures, spread, graded and compacted as per clause 407)
4.14 cum 281.00
Construction of Median and Island with Soil Taken from Borrow Areas
(Construction of median and Island above road level with approved material
brought from borrow pits, spread, sloped and compacted as per clause 407)
4.15 Construction of Shoulders (A. Earthen Shoulders)
B.) Hard Shoulders VALUE

C.) Paved Shoulders VALUE

4.16 Footpaths and Separators (Construction of footpath/separator by providing a sqm 994.00
150 mm compacted granular sub base as per clause 401 and 25 mm thick
cement concrete grade M15, over laid with precast concrete tiles in cement
mortar 1:3 including provision of all drainage arrangements but excluding kerb
channel.)
4.17 Crusher Run Macadam Base (Providing crushed stone aggregate, depositing on
a prepared surface by hauling vehicles, spreading and mixing with a motor
grader, watering and compacting with a vibratory roller to clause 410 to form a
layer of sub-base/Base)
A By Mix in Place Method
(i) For 53 mm maximum size cum 2,749.00
(ii) For 45 mm maximum size cum 2,938.00
B By Mixing Plant :
(i) For 53 mm maximum size cum 2,939.00
(ii) For 45 mm maximum size cum 3,128.00
4.18 Lime, Fly ash stabalised soil sub-base (Construction of Sub-base using lime - fly cum 373.00
ash admixture with granular soil, free from organic matter/ deleterious material
or clayey silts and low plasticity clays having PI between 5 and 20 and liquid
limit less than 25 and commercial dry lime, slaked at site or pre-slaked with
CaO content not less than 50%, fly ash to conform to gradation as per clause
4.3 of IRC: 88-1984, lime + fly ash content ranging between 10 to 30%, the
minimum un-confined compressive strength and CBR value after 28 days curing
and 4 days soaking to be 7.5 kg/sq, cm and 25% respectively, all as specified in
IRC: 88-1984)
 286

Item Code Description Unit Justified Rate

CHAPTER-5
BASES AND SURFACE COURSES (BITUMINOUS)
Item Code Description Unit Justified Rate
5.1 sqm 73.00
Prime coat (Providing and applying primer coat with bitumen emulsion on
prepared surface of granular Base including clearing of road surface and
spraying primer at the rate of 0.60 kg/sqm using mechanical means.)
5.2 Tack coat
sqm 25.00
Providing and applying tack coat with bitumen emulsion using emulsion
pressure distributor at the rate of 0.20 kg per sqm on the prepared
bituminous/granular surface cleaned with mechanical broom.
5.3 Bituminous Macadam (Providing and laying bituminous macadam with 100-120
TPH hot mix plant producing an average output of 75 tonnes per hour using
crushed aggregates of specified grading premixed with bituminous binder,
transported to site, laid over a previously prepared surface with paver finisher
to the required grade, level and alignment and rolled as per clauses 501.6 and
501.7 to achieve the desired compaction)
(i) for Grading I ( 40 mm nominal size ) cum 8,880.00
(ii) for GradingII(19 mm nominal size) cum 8,884.00
5.3 A
Bituminous Macadam (Providing and laying bituminous macadam with 100-120
TPH hot mix plant producing an average output of 75 tonnes per hour using
crushed aggregates of specified grading premixed with bituminous binder,
transported to site, laid over a previously prepared surface with paver finisher
to the required grade, level and alignment and rolled as per clauses 501.6 and
501.7 to achieve the desired compaction)with modified graded bitumen.

(i) for Grading I ( 40 mm nominal size ) cum 8,691.00

(ii) for GradingII(19 mm nominal size) cum 8,696.00
5.3 B Bituminous Macadam (Providing and laying bituminous macadam with 100-120
TPH hot mix plant producing an average output of 75 tonnes per hour using
crushed aggregates of specified grading premixed with bituminous binder,
transported to site, laid over a previously prepared surface with paver finisher
to the required grade, level and alignment and rolled as per clauses 501.6 and
501.7 to achieve the desired compaction)with VG-30 Bulk bitumen.
(i) for Grading I ( 40 mm nominal size ) cum 6,756.00
(ii) for GradingII(19 mm nominal size) cum 6,760.00
5.4 Bituminous Penetration Macadam (Construction of penetration macadam over
prepared Base by providing a layer of compacted crushed coarse aggregate
using chips spreader with alternate applications of bituminous binder and key
aggregates and rolling with a smooth wheeled steel roller 8-10 tonne capacity
to achieve the desired degree of compaction)
A 50 mm thick sqm 505.00
B 75 mm thick sqm 663.00
5.5 Built-Up-Spray Grout (Providing, laying and rolling of built-up-spray grout layer sqm 418.00
over prepared base consisting of a two layer composite construction of
compacted crushed coarse aggregates using motor grader for aggregates. key
stone chips spreader may be used with application of bituminous binder after
each layer, and with key aggregates placed on top of the second layer to serve
as a Base conforming to the line, grades and cross-section specified, the
compacted layer thickness being 75 mm)
 287

Item Code Description Unit Justified Rate

5.6
Dense Graded Bituminous Macadam (Providing and laying dense bituminous
macadam with 100-120 TPH batch type HMP producing an average output of 75
tonnes per hour using crushed aggregates of specified grading, premixed with
bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler,
transporting the hot mix to work site, laying with a hydrostatic paver finisher
with sensor control to the required grade, level and alignment, rolling with
smooth wheeled, vibratory and tandem rollers to achieve the desired
compaction as per MoRTH specification clause No. 507 complete in all respects.)

(i) for Grading I ( 40 mm nominal size ) cum 10,908.00

(ii) for GradingII(19 mm nominal size) cum 10,904.00
5.6 A Dense Graded Bituminous Macadam (Providing and laying dense bituminous
macadam with 100-120 TPH batch type HMP producing an average output of 75
tonnes per hour using crushed aggregates of specified grading, premixed with
bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler,
transporting the hot mix to work site, laying with a hydrostatic paver finisher
with sensor control to the required grade, level and alignment, rolling with
smooth wheeled, vibratory and tandem rollers to achieve the desired
compaction as per MoRTH specification clause No. 507 complete in all respects.)
with Modifed Graded Bitumen.
(i) for Grading I ( 40 mm nominal size ) cum 10,653.00
(ii) for GradingII(19 mm nominal size) cum 10,650.00
5.6 B Dense Graded Bituminous Macadam (Providing and laying dense bituminous
macadam with 100-120 TPH batch type HMP producing an average output of 75
tonnes per hour using crushed aggregates of specified grading, premixed with
bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler,
transporting the hot mix to work site, laying with a hydrostatic paver finisher
with sensor control to the required grade, level and alignment, rolling with
smooth wheeled, vibratory and tandem rollers to achieve the desired
compaction as per MoRTH specification clause No. 507 complete in all respects.)
with VG-30 Grade Bulk Bitumen.
(i) for Grading I ( 40 mm nominal size ) cum 8,032.00
(ii) for GradingII(19 mm nominal size) cum 8,029.00
5.7
Semi - Dense Bituminous Concrete (Providing and laying semi dense
bituminous concrete with 100-120 TPH batch type HMP producing an average
output of 75 tonnes per hour using crushed aggregates of specified grading,
premixed with bituminous binder @ 4.5 to 5 % of mix and filler, transporting
the hot mix to work site, laying with a hydrostatic paver finisher with sensor
control to the required grade, level and alignment, rolling with smooth wheeled,
vibratory and tandem rollers to achieve the desired compaction as per MoRTH
specification clause No. 508 complete in all respects)

(i) for Grading I ( 13 mm nominal size ) cum 11,286.00

(ii) for GradingII(10 mm nominal size) cum 12,054.00
5.7 A Semi - Dense Bituminous Concrete (Providing and laying semi dense
bituminous concrete with 100-120 TPH batch type HMP producing an average
output of 75 tonnes per hour using crushed aggregates of specified grading,
premixed with bituminous binder @ 4.5 to 5 % of mix and filler, transporting
the hot mix to work site, laying with a hydrostatic paver finisher with sensor
control to the required grade, level and alignment, rolling with smooth wheeled,
vibratory and tandem rollers to achieve the desired compaction as per MoRTH
specification clause No. 508 complete in all respects) with Modified Graded
Bitumen.
(i) for Grading I ( 13 mm nominal size ) cum 11,016.00
(ii) for GradingII(10 mm nominal size) cum 11,754.00
 288

Item Code Description Unit Justified Rate

5.8 Bituminous Concrete (Providing and laying bituminous concrete with 100-120
TPH batch type hot mix plant producing an average output of 75 tonnes per
hour using crushed aggregates of specified grading, premixed with bituminous
binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site,
laying with a hydrostatic paver finisher with sensor control to the required
grade, level and alignment, rolling with smooth wheeled, vibratory and tandem
rollers to achieve the desired compaction as per MORTH specification clause No.
509 complete in all respects)
(i) for Grading-I ( 13 mm nominal size ) cum 12,306.00
(ii) for Grading-II(10 mm nominal size) cum 12,308.00
5.9 Surface Dressing (Providing and laying surface dressing as wearing course in
single coat using crushed stone aggregates of specified size on a layer of
bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth
wheeled steel roller)
Case -1 19 mm nominal chipping size sqm 120.00
Case - II 13 mm nominal size chipping sqm 95.00
5.10 Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded
premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm
aggregates either using penetration grade bitumen or cut-back or emulsion to
required line, grade and level to serve as wearing course on a previously
prepared base, including mixing in a suitable plant, laying and rolling with a
smooth wheeled roller 8-10 tonne capacity, finished to required level and
grades.)
(i) Case - I: Mechanical method using Penetration grade Bitumen and HMP of sqm 175.00
appropriate capacity not less than 75 tonnes/hour .
(ii) sqm 219.00
Case - II: Open-Graded Premix Surfacing using cationic Bitumen Emulsion
5.11
Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using
HMP of appropriate capacity not less than 75 tonnes/hour. Providing, laying and
rolling of close-graded premix surfacing material of 20 mm thickness composed
of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b)
aggregates using penetration grade bitumen to the required line, grade and
level to serve as wearing course on a previously prepared base, including
mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10
tonne capacity, and finishing to required level and grade. )

i) For Type A sqm 224.00

i) For Type B sqm 204.00

5.12 Seal Coat (Providing and laying seal coat sealing the voids in a bituminous
surface laid to the specified levels, grade and cross fall using Type A and B seal
coats)
(i) Case - I : Type A sqm 91.00
(ii) sqm 67.00
Case - II : Type B (Providing and laying of premix sand seal coat with HMP of
appropriate capacity not less than 75 tonnes/ hours using crushed stone
chipping 6.7 mm size and penetration bitumen of suitable grade.)
5.13 Supply of Stone Aggregates for Pavement Courses (Supply of stone aggregates cum VALUE
from approved sources confirming to the physical requirement, specified in the
respective specified clauses, including royalties, fees rents, collection,
transportation, stacking and testing and measured in cum as per clause 514.5
Competitive market rates to be ascertained. Alternatively, rates for stone
crushing given in chapter 1may be adopted, if found economical. In case for
supply of aggregates at site are not available, nearest crusher site may be
ascertained. Loading and un-loading charges and cost of carriage may be added
to these rates to arrive at the cost at site.)
 289

Item Code Description Unit Justified Rate

5.14 sqm 1,376.00
Mastic Asphalt (Providing and laying 25 mm thick mastic asphalt wearing course
with paving grade bitumen meeting the requirements given in table 500-29,
prepared by using mastic cooker and laid to required level and slope after
cleaning the surface, including providing antiskid surface with bitumen
precoated fine-grained hard stone chipping of 13.2 mm nominal size at the rate
of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to
center in both directions, pressed into surface when the temperature of
surfaces not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all
complete as per clause 515.)

5.15 sqm
Slurry Seal Providing and laying slurry seal consisting of a mixture of fine
aggregates, portland cement filler, bituminous emulsion and water on a road
surface including cleaning of surface, mixing of slurry seal in a suitable mobile
plant, laying and compacting to provide even riding surface)
(i) 5 mm thickness sqm 161.00
(ii) 3 mm thickness sqm 107.00
(iii) 1.5 mm thickness sqm 66.00
5.16 Recycling of Bituminous Pavement with Central Recycling Plant (Recycling cum 9,091.00
pavement by cold milling of exiting bituminous layers, planning the surface
after cold milling, reclaiming excavated material to the extent of 30 % of the
required quantity, hauling and stock piling the reclaimed material near the
central recycling plant after carrying out necessary checks and evaluation,
adding fresh material including rejuvenators as required, mixing in a hot mix
plant, transporting and laying at site and compacting to the required grade,
level and thickness, all as specified in clause 517.)
5.17 Fog Spray sqm
added 1.In case it is decided by the engineer to blind the fog spray, the following may sqm 11.60
be added
5.18 Bituminous Cold Mix ( Including Gravel Emulsion) (Providing, laying and rolling
of bituminous cold mix on prepared base consisting of a mixture of unheated
mineral aggregate and emulsified or cutback bitumen, including mixing in a
plant of suitable type and capacity, transporting, laying, compacting and
finishing to specified grades and levels.)
(i) cum 24,163.00
Using bitumen emulsion and 9.5 mm or 13.2 mm nominal size aggregate
(ii) cum 24,162.00
Using bitumen emulsion and 19 mm or 26.5 mm nominal size aggregate
(iii) cum 3,473.00
Using cutback bitumen and 9.5 mm or 13.2 mm nominal size aggregate
(iv) cum 3,475.00
Using cutback bitumen and 19 mm or 26.5 mm nominal size aggregate
5.19 Sand Asphalt Base Course (Providing, laying and rolling sand-asphalt base cum 9,777.00
course composed of sand, mineral filler and bituminous binder on a prepared
sub-grade or sub-base to the lines, levels, grades and cross sections as per the
drawings including mixing in a plant of suitable type and capacity, transporting,
laying, compacting and finishing.)
5.20 Modified Binder (Supply of modified binder produced by mixing bitumen with tonne VALUE
modifier such as natural rubber or crumb rubber or any other polymer found
compatible with bitumen and which allows properties given in clause 521.3 and
IRC: SP: 53 blending of modifier with bitumen to be done either at the refinery
or at the site plant capable of producing the modified binder to be delivered in
drums which shall be agitated in melted condition using suitable device before
use to ensure uniform dispersion.)
5.21 Crack Prevention Courses
 290

Item Code Description Unit Justified Rate

(i) Stress Absorbing Membrane (SAM) crack width less than 6 mm (Providing and sqm 84.00
laying of a stress absorbing membrane over a cracked road surface, with crack
width below 6 mm after cleaning with a mechanical broom, using modified
binder complying with clause 521, sprayed at the rate of 9 kg per 10 sqm and
spreading 5.6 mm crushed stone aggregates @ 0.11 cum per 10 sqm with
hydraulic chip spreader, sweeping the surface for uniform spread of aggregates
and surface finished to conform to clause 902.)
(ii) Stress Absorbing Membrane (SAM) with crack width 6 mm to 9 mm (Providing sqm 96.00
and laying of a stress absorbing membrane over a cracked road surface, with
crack width 6 to 9 mm after cleaning with a mechanical broom, using modified
binder complying with clause 521, sprayed at the rate of 11 kg per 10 sqm and
spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm,
sweeping the surface for uniform spread of aggregates and surface finished to
conform to clause 902.)
(iii) Stress Absorbing Membrane (SAM) crack width above 9 mm and cracked area sqm 127.00
above 50 % (Providing and laying a single coat of a stress absorbing membrane
over a cracked road surface, with crack width above 9 mm and cracked area
above 50 % after cleaning with a mechanical broom, using modified binder
complying with clause 521, sprayed at the rate of 15 kg per 10 sqm and
spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm,
sweeping the surface for uniform spread of aggregates and surface finished to
conform to clause 902.)
(iv) Case - IV : Bitumen Impregnated Geotextile (Providing and laying a bitumen sqm 149.00
impregnated geotextile layer after cleaning the road surface, geotextile
conforming to requirements of clause 704.3, laid over a tack coat with 1.05 kg
per sqm of paving grade bitumen 80 - 100 penetration and constructed to the
requirement of clause 704.4.5)
5.22
Recipe Cold Mix (Providing and laying of premix of crushed stone aggregates
and emulsion binder, mixed in a batch type cold mixing plant, laid over
prepared surface, by paver finisher, rolled with a pneumatic tyred roller initially
and finished with a smooth steel wheel roller, all as per clause 519.3)
(i) 75 mm thickness cum 15,094.00
(ii) 40 mm thickness cum 21,573.00
(iii) 25 mm thickness cum 25,374.00
5.8 A 11,999.00
Bituminous Concrete (Providing and laying bituminous concrete with 100-120
TPH batch type hot mix plant producing an average output of 75 tonnes per
hour using crushed aggregates of specified grading, premixed with bituminous
binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site,
laying with a hydrostatic paver finisher with sensor control to the required
grade, level and alignment, rolling with smooth wheeled, vibratory and tandem
rollers to achieve the desired compaction as per MORTH specification clause No.
509 complete in all respects) with Modifed Graded Bitumen.
(i) for Grading-I ( 13 mm nominal size )

(ii) for Grading-II(10 mm nominal size) 12,002.00

5.8 B cum 8,852.00
Bituminous Concrete (Providing and laying bituminous concrete with 100-120
TPH batch type hot mix plant producing an average output of 75 tonnes per
hour using crushed aggregates of specified grading, premixed with bituminous
binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site,
laying with a hydrostatic paver finisher with sensor control to the required
grade, level and alignment, rolling with smooth wheeled, vibratory and tandem
rollers to achieve the desired compaction as per MORTH specification clause No.
509 complete in all respects) with Bulk VG30 Bitumen.
(i) for Grading-I ( 13 mm nominal size )

(ii) for Grading-II(10 mm nominal size) cum 8,855.00

 291

Item Code Description Unit Justified Rate

CHAPTER-6
CEMENT CONCRETE PAVEMENTS
Item Code Description Unit Justified Rate
6.1 cum 3,642.00
Dry Lean Cement Concrete Sub- base (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 table 600-1, 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, laid with a paver with electronic sensor, compacting
with 8-10 tonnes vibratory roller, finishing and curing.)

6.2 cum 6,346.00

Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain
cement concrete pavement over a prepared sub base with 43 grade cement @
400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum
size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing
plant as per approved mix design, transported to site, laid with a fixed form or
slip form paver, spread, compacted and finished in a continuous operation
including provision of contraction, expansion, construction and longitudinal
joints, joint filler, separation membrane, sealant primer, joint sealant,
debonding strip, dowel bar, tie rod, admixtures as approved, curing compound,
finishing to lines and grades as per drawing )

6.3 cum 4,009.00

Rolled Cement Concrete Base (Construction of rolled cement concrete base
course with coarse and fine aggregate conforming to IS:383, the size of coarse
aggregate not exceeding 25 mm with minimum, aggregate cement ratio15:1
and minimum cement content of 200 kg/cum, aggregate gradation to be as per
table 600-4 after blending, mixing in batching plant at optimum moisture
content, transporting to site, laying with a paver with electronic sensor,
compacting with 8-10 tonnes smooth wheeled vibratory roller to achieve, the
designed flexural strength, finishing and curing.)

6.4 Transition section between rigid and flexible pavement (Due to change in the VALUE
properties of materials and type of construction, a gradual changeover from
rigid pavement to flexible pavement is desirable to avoid any damage at the
butting joint. After provision of an expansion joint in the cement concrete slab,
the thickness of slab should be tapered to 10 cm over a length of 3 m towards
the flexible pavement. The deficiency of thickness caused due to tapering of the
slab should be made up by the asphaltic layers.)
6.5 cum 3,393.00
Construction of Base/Sub-base of pavement with lean concrete - fly ash.
(Construction of Base/sub-base using cement, sand, fly ash and coarse
aggregates proportioned as per table 4 of IRC: 74/1979 and with water content
ratio, slump and compressive strength as defined in the said table, mix
prepared in a batching and mixing plant and compacted with a vibratory roller 8-
10 tonnes capacity within the time limit laid down vide clause 7.6.3 of IRC: 74-
1979, construction joints properly formed at the end of day's work, cured for 14
days, all as specified in IRC: 74-1979 and as per approved plans.)
 292

Item Code Description Unit Justified Rate

6.6 cum 5,905.00
Cement - Fly ash concrete pavement. (Construction reinforced-reinforced,
dowel jointed, plain cement concrete pavement over a prepared sub base with
43 grade cement, coarse and fine aggregate conforming to IS 383, maximum
size of coarse aggregate not exceeding 25 mm, replacing cement by fly ash to
the extent of 15% and sand by 10%, mixed in a batching and mixing plant as
per approved mix design, transported to site, laid with a fixed form or slip form
paver, spread, compacted and finished in a continuous operation including
provision of contraction, expansion, construction and longitudinal joints, joint
filler, separation membrane, sealant primer, joint sealant, debonding strip,
dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines
and grades as per drawing )

CHAPTER-7
GEOSYNTHETICS AND REINFORCED EARTH
Item Code Description Unit Justified Rate
7.1 Sub- Surface Drain with Geotextiles (Construction of sub surface drain 200 mm metre 1,045.00
dia using geotextiles treated with carbon black with physical properties as given
in clause 702.2.3 formed in to a stable network and a planar geocomposite
structure, joints wrapped with geotextile to prevent ingress of soil, all as per
clause 702 and approved drawings including excavation and backfilling)
7.2 metre 772.00
Narrow Filter Sub- Surface Drain (Construction of a narrow filter sub- surface
drain consisting of porous or perforated pipe laid in narrow trench surrounded
by a geotextile filter fabric, with a minimum of 450 mm overlap of fabric and
installed as per clause 702.3 and 309.3.5 including excavation and backfilling)
7.3 sqm 177.00
Laying Paving Fabric Beneath a Pavement Overlay (Providing and laying paving
fabric with physical requirements as per table 704-2 over a tack coat of paving
grade Bitumen 80-100 penetration, laid at the rate of 1 kg per sqm over
thoroughly cleaned and repaired surface to provide a water resistant membrane
and crack retarding layer. Paving fabric to be free of wrinkling and folding and
to be laid before cooling of tack coat, brooming and rolling of surface with
pneumatic roller to maximise paving fabric contact with pavement surface)

7.4 cum 661.00

Laying Boulder Apron in Crates of Synthetic Geogrids (Providing, preparing and
laying of geogrid crated apron 1 m x 5 m, 600 mm thick including excavation
and backfilling with baffles at 1 metre interval, made with geogrids having
characteristics as per clause 704.2, joining sides with connectors/ring staples,
top corners to be tie tensioned, placing of suitable cross interval ties in layers of
300 mm connecting opposite side with lateral braces and tied with polymer
braids to avoid bulging, constructed as per clause 704.3. filled with stone with
minimum size of 200 mm and specific gravity not less than 2.65, packed with
stone spalls, keyed to the foundation recess in case of sloping ground and laid
over a layer of geotextile to prevent migration of fines, all as per clause 704
and laid as per clause 2503.3 and approved design.)

7.5 Reinforced Earth Retaining Wall (Reinforced earth retaining walls have four
main components as under: a) Excavation for foundation, foundation concrete
and cement concrete grooved seating in the foundation for facing elements
(facia material). b) Facia material and its placement. c) Assembling, joining
with facing elements and laying of the reinforcing elements. d) Earthfill with
granular material which is to be retained by the wall.)
(i) Assembling, joining and laying of reinforcing elements.
A
With reinforcing element of steel / Aluminium strips / polymeric strips.
Type 1 1.Galvanised carbon steel strips metre 788.00
Type 2 2.Copper Strips metre 788.00
Type 3 3.Aluminium Strips metre 367.00
Type 4 4.Stainless steel strips metre 397.00
 293

Item Code Description Unit Justified Rate

Type 5 metre 788.00
5.Glass reinforced polymer/fibre reinforced polymer/polymeric strips
B With reinforcing elements of synthetic geogrids sqm 172.00
(ii) Facing elements of RCC sqm 1,768.00

CHAPTER-8
TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCES
Item Code Description Unit Justified Rate
8.1 Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb
with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20
grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm
projection beyond kerb stone, kerb stone laid with kerb laying machine,
foundation concrete laid manually, all complete as per clause 408)
A Using Concrete Mixer metre 353.00
B Using Concrete Batching and Mixing Plant metre 333.00
8.2 Cast in Situ Cement Concrete M 20 Kerb with Channel (Construction of cement
concrete kerb with channel with top and bottom width 115 and 165 mm
respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm
thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped
towards the kerb, kerb stone with channel laid with kerb laying machine,
foundation concrete laid manually, all complete as per clause 408)
A Using Concrete Mixer metre 645.00
B Using Concrete Batching and Mixing Plant metre 622.00
8.3 Printing new letter and figures of any shade (Printing new letter and figures of
any shade with synthetic enamel paint black or any other approved colour to
give an even shade)
(i) Hindi ( Matras commas and the like not to be measured and paid for Half letter cm height 1.90
shall be counted as half ) per letter
(ii) cm height 1.20
English and Roman
per letter
8.4 Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised
cautionary, mandatory and informatory sign as per IRC :67 made of
encapsulated lens type reflective sheeting vide clause 801.3, fixed over
aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75
mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed
foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm
below ground level as per approved drawing)
(i) 90 cm equilateral triangle each 6,234.00
( ii ) 60 cm equilateral triangle each 4,123.00
( iii ) 60 cm circular each 5,505.00
( iv ) 80 mm x 60 mm rectangular each 7,649.00
(v) 60 cm x 45 cm rectangular each 5,364.00
(vi ) 60 cm x 60 cm square each 6,343.00
( vii ) 90 cm high octagon each 9,739.00
8.5 sqm 13,755.00
Direction and Place Identification signs upto 0.9 sqm size board. (Providing and
erecting direction and place identification retro-reflectorised sign asper IRC:67
made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over
aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on
a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by
means of properly designed foundation with M15 grade cement concrete 45 x
45 x 60 cm, 60 cm below ground level as per approved drawing)
 294

Item Code Description Unit Justified Rate

8.6 Direction and Place Identification signs with size more than 0.9 sqm size board. sqm 14,223.00
(Providing and erecting direction and place identification retro- reflectorised
sign asper IRC :67 made of encapsulated lens type reflective sheeting vide
clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding
0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2
Nos. firmly fixed to the ground by means of properly designed foundation with
M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level
as per approved drawing)
8.7
Overhead Signs (Providing and erecting overhead signs with a corrosion
resistant aluminium alloy sheet reflectorised with high intensity retro-reflective
sheeting of encapsulated lense type with vertical and lateral clearance given in
clause 802.2 and 802.3 and installed as per clause 802.7 over a designed
support system of aluminium alloy or galvanised steel trestles and trusses of
sections and type as per structural design requirements and approved plans)

A Truss and Vertical Support tonne 94,722.00

B Aluminium alloy plate for over head sign tonne 11,133.00
8.8 Painting Two Coats on New Concrete Surfaces (Painting two coats after filling sqm 96.00
the surface with synthetic enamel paint in all shades on new plastered concrete
surfaces)
8.9 Painting on Steel Surfaces (Providing and applying two coats of ready mix paint sqm 92.00
of approved brand on steel surface after through cleaning of surface to give an
even shade)
8.10 Painting on Wood Surfaces (Providing and applying two coats of ready mix paint sqm 98.00
of approved brand on wood surface after through cleaning of surface to give an
even shade)
8.11 Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work
(Painting lines, dashes, arrows etc on roads in two coats on new work with
ready mixed road marking paint conforming to IS:164 on bituminous surface,
including cleaning the surface of all dirt, dust and other foreign matter,
demarcation at site and traffic control )
(i) Over 10 cm in width sqm 208.00
(ii) Up to 10 cm in width sqm 170.00
8.12 Painting Lines, Dashes, Arrows etc on Roads in Two Coats on Old Work
(Painting lines, dashes, arrows etc on roads in two coats on old work with ready
mixed road marking paint confirming to IS: 164 on bituminous surface,
including cleaning the surface of all dirt, dust and other foreign matter,
demarcation at site and traffic control )
(i) Over 10 cm in width sqm 148.00
(ii) Up to 10 cm in width sqm 162.00
8.13 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising sqm 765.00
Glass Beads on Bituminous Surface (Providing and laying of hot applied
thermoplastic compound 2.5 mm thick including reflectorising glass beads @
250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied
glass beads as per IRC:35 .The finished surface to be level, uniform and free
from streaks and holes.)
8.14 Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of
standard design as per IRC:8-1980, fixing in position including painting and
printing etc)
(i) 5th kilometre stone (precast) each 5,127.00
(ii) Ordinary Kilometer stone (Precast) each 3,111.00
(iii) Hectometer stone (Precast) each 894.00
8.15 Road Delineators (Supplying and installation of delineators (road way each 826.00
indicators, hazard markers, object markers), 80-100 cm high above ground
level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm
rectangular or 75 mm dia circular reflectorised panels at the top, buried or
pressed into the ground and confirming toIRC-79 and the drawings.)
 295

Item Code Description Unit Justified Rate

8.16 Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of each 924.00
standard design as per IRC:25-1967, fixed in position including finishing and
lettering but excluding painting)
8.17 metre 305.00
G.I Barbed wire Fencing 1.2 metre high (Providing and fixing 1.2 metres high
GI barbed wire fencing with 1.8 m angle iron posts 40 mm x 40 mm x 6 mm
placed every 3 metres center to center founded in M15 grade cement concrete,
0.6 metre below ground level, 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 9 horizontal lines and 2 diagonals interwoven with horizontal
wires, fixed with GI staples, turn buckles etc complete as per clause 807 )

8.18 metre 496.00

G.I Barbed wire Fencing 1.8 metre high (Providing and fixing 1.8 metres high
GI barbed wire fencing with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm
placed every 3 metres center to center founded in M15 grade cement concrete,
0.6 metre below ground level, 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 12 horizontal lines and 2 diagonals interwoven with horizontal
wires, fixed with GI staples, turn buckles etc complete as per clause 807 )

8.19 metre 892.00

Fencing with welded steel wire Fabric 75 mm x 50 mm (Suggestive) (Providing
1.20 metre high fencing with angle iron posts 50 mm x 50 mm x 6 mm at 3
metre center to center with 0.40 metre embedded in M15 grade cement
concrete, corner, end and every 10th post to be strutted, provided with welded
steel wire fabric of 75 mm x 50 mm mesh or 75 mm x 25 mm mesh and fixed
to iron posts by flat iron 50 x 5 mm and bolts etc. complete in all respects.)

8.20 Tubular Steel Railing on Medium Weight steel channel ( ISMC series) 100 mm x metre 2,128.00
50 mm (Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows
duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm,
1.2 metres high above ground, 2 m centre to centre, complete as per approved
drawings)
8.21 Tubular Steel Railing on Precast RCC posts, 1.2 m high above ground level metre 1,671.00
(Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows
on precast M20 grade RCC vertical posts1.8 metres high (1.2 m above GL) with
3 holes 50 mm dia for pipe, fixed 2 metres centre to, complete as per approved
drawing)
8.22 Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement
concrete crash barrier at the edges of the road, approaches to bridge structures
and medians, constructed with M-20 grade concrete with HYSD reinforcement
conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion
joints filled with pre-moulded asphalt filler board, keyed to the structure on
which it is built and installed as per design given in the enclosure to MOST
circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions
in the approved drawing and at locations directed by the Engineer, all as
specified)
(i) M 20 grade concrete metre 4,681.00
8.23 Metal Beam Crash Barrier
A Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal metre 3,103.00
beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail,
70 cm above road/ground level, fixed on ISMC series channel vertical post, 150
x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below
ground/road level, all steel parts and fitments to be galvanised by hot dip
process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be
fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm,
330 mm long complete as per clause 810)
 296

Item Code Description Unit Justified Rate

B metre 3,936.00
Type - B, "THRIE" : Metal Beam Crash Barrier (Providing and erecting a "Thrie"
metal beam crash barrier comprising of 3 mm thick corrugated sheet metal
beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical
post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m
below ground level, all steel parts and fitments to be galvanised by hot dip
process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be
fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546
mm long complete as per clause 810)

8.24 VALUE
Road Traffic Signals electrically operated (Since it is a ready made item
commercially produced and erected by specialised firm in the electrical and
electronic field, rate may be taken based on market enquiry from firms
specialised in this field and ISI certified for the approved design and drawing.)
8.25 metre 2,416.00
Flexible Crash Barrier, Wire Rope Safety Barrier (Providing and erecting a wire
rope safety barrier with vertical posts of medium weight RS Joist (ISMB series)
100 mm x 75 mm (11.50 kg/m), 1.50 m long 0.85 m above ground and 0.65 m
below ground level, split at the bottom for better grip, embedded in M 15 grade
cement concrete 450 x 450 x 450 mm, 1.50 m center to center and with 4
horizontal steel wire rope 40 mm dia and anchored at terminal posts 15 m
apart. Terminal post to be embedded in M 15
gradecementconcretefoundation2400 x 450 x 900 mm (depth), strengthened by
a strut of RS joist 100 x 75 mm, 2 m long at 450 inclination and a tie 100 x 8
mm, 1.50 m long at the bottom, all embedded in foundation concrete as per
approved design and drawing, rate excluding excavation and cement concrete.)

8.26 Anti - Glare Devices in Median

A Value
Plantation (Plantation of shrubs and plants of approved species in the median.
apart from cutting off glare from vehicle coming from opposite direction, these
plants provide a pleasant envoirenment and are eco-friendly. The rate for this
item is available in the chapter 11 on horticulture. )
B Anti - Glare Screen with 25 mm steel pipe framework fixed with circular and metre 3,304.00
rectangular vans (Providing and erecting an anti - glare screen with 25 mm dia
vertical pipes fabricated and framed in the form of panels of one metre length
and 1.75 mtr height fixed with circular vane 250 mm dia at top and rectangular
vane 600 x 300 mm at the middle, made out of steel sheet of 3 mm thickness,
end vertical pipes of the panel made larger for embedding in foundation
concrete, applying 2 coats of paint on all exposed surfaces, all as per approved
design and drawings.)
C Anti - Glare Screen with Rectangular Vane of MS sheet (Providing and erecting metre 944.00
anti - glare screen with rectangular vanes of size 750 x 500 mm made from MS
sheet, 3 mm thick and fixed on MS angle 50 x 50 x 6 mm at an angle of 450 to
the direction of flow of traffic, 1.5 m center to center, top edge of the screen
1.75 m above ground level, vertical post firmly embedded in cement concrete
foundation 0.60 m below ground level, applying 2 coats of paint on exposed
faces, all complete as per approved design and drawings)
8.27 Street Lighting (Providing and erecting street light mounted on a steel circular
hollow pole of standard specifications for street lighting, 9 m high spaced 40 m
apart, 1.8 m overhang on both sides if fixed in the median and on one side if
fixed on the footpath, fitted with sodium vapour lamp and fixed firmly in
concrete foundation.)
(i) For Fixing in Median each 15,008.00
(ii) For fixing in Footpath each 14,905.00
8.28 each 8,273.00
Lighting on Bridges (Providing and fixing lighting on bridges, mounted on steel
hollow circular poles of standard specifications, 5 m high fixed on parapets with
cement concrete, 20 m apart and fitted with sodium vapour lamp)
 297

Item Code Description Unit Justified Rate

8.29
Cable Duct Across the Road (Providing and laying of a reinforced cement
concrete pipe duct, 300 mm dia, across the road (new construction), extending
from drain to drain in cuts and toe of slope to toe of slope in fills, constructing
head walls at both ends, providing a minimum fill of granular material over top
and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of
granular material free of rock pieces, outer to outer distance of pipe at least
half dia of pipe subject to minimum 450 mm in case of double and triple row
ducts, joints to be made leak proof, invert level of duct to be above higher than
ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and
approved drawings.)

(i) Single Row for one utility service metre 2,373.00

(ii) Double Row for two utility services metre 4,286.00
(iii) Triple Row for three utility services metre 6,251.00
8.30 Highway Patrolling and Traffic Aid Post (It is proposed to locate one Traffic Aid VALUE
Post every 50-60 km of the highway. )
8.31 Items related to under pass/ subway/ overhead bridge/ overhead foot bridge VALUE
(The items involved for underpass/ subway/ overhead bridge/ overhead foot
bridge are earthwork, plain cement concrete, plastering, painting, information
sign etc. The rates for these items are available in respective chapters which
can be adopted for the quantities derived from the approved designs and
drawings)
8.32 VALUE
Traffic Control System and Communication system (Providing a traffic control
centre and communication system including telecommunication facilities and
related accessories, CCTV, radar, vehicle detection camera, central computer
system These are specialised item of telecommunication system and are the
commercial products. The designer is required to contact the manufacturers to
ascertain market prices. In case of civil works required to be executed for these
installations, pricing may be done as per rates in relevant chapters for
quantities derived approved design and drawing.)

8.33 Gantry Mounted Variable Message Sign board (Providing and erecting gantry
mounted variable message sign board electronically operated capable of
flashing the desired message over a designed support system of aluminium
alloy or galvanised steel, erected as per approved design and drawings and with
lateral clearance as per clause 802.3)
(i) Gantry Support System tonne 90,243.00
(ii) VALUE
Message Display (Message display board 6 sqm electronically operated with
complete electronic fitments for flashing the pre-determined messages.)
8.34 Traffic Impact Attenuators at Abutments and Piers
A sqm 1,029.00
With Scrap Tyres (Provision and installation of traffic attenuators at
abutment/pier of flyovers bridges using scrap tyres of size 100 x 20 retrieved
from trucks laid in 2 rows and 4 tiers, one above the other and tied with 20 mm
wire rope as per approved design and drawings.)
B sqm 998.00
Using Plastic/Steel Barrel, Filled with Sand (Provision and installation of traffic
impact attenuator at abutment/pier of flyovers bridges using plastic/steel
barrels 0.60 m dia and 1.0 m in height, filled with sand in three rows and tied
with20 mm steel wire rope as per approved design and drawings)
C With HI - DRO cell Sandwich (Patented) ((In this patented HI - DRO cell sqm 1,150.00
system, water gets discharged from plastic tubes on impact over a pre-
determined time, thus absorbing the energy))
8.35 each 249.00
Road Markers/Road Stud with plastic body of RPM/ASA/HIPS as per clause
804.2.1 of MORTH, fitted with lense reflectors, installed in concrete or asphaltic
surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable
bituminous grout or epoxy mortar, all as per BS 873 part 4:1973)
 298

Item Code Description Unit Justified Rate

8.36 each 585.00
Traffic Cone (Provision of red fluorescent with white reflective sleeve traffic
cone made of low density polyethylene (LDPE) material with a square base of
390 x 390 x 35 mm and a height of 770 mm, 4 kg in weight, placed at 1.5 m
interval, all as per BS 873)
8.37 Roadside Amenities
A Rest Areas (Providing plainly furnished accommodation for rest rooms, VALUE
dormitories, restaurants, stalls, shops, petrol pump, telephone booth, first aid
room, traffic aid post, police assistance booth, including electricity, toilet and
sewerage system Pricing may be done based on current plinth area rates
approved by PWD/CPWD/MES for a particular zone. Area is required to be
assessed for specific location as per actual site conditions)
B VALUE
Parking areas and Bus Laybyes for Trucks, Buses and Light vehicles (Pricing of
parking areas may be done for the quantities of various items based on the
approved dimensions and pavement design for a particular terrain and soil.
Rates for items may be from respective chapters.)
C Lawn (Providing a lawn planted with grass and its maintenance ) VALUE
8.38 Rumble Strips (Provision of 15 nos rumble strips covered with premix sqm VALUE
bituminous carpet,
15-20 mm high at center, 250 mm wide placed at 1 m center to center at
approved locations to control speed, marked with white strips of road marking
paint.)
8.39 Policeman Umbrella (Provision of a 2 m high (floor to roof) umbrella for traffic each VALUE
policeman at road crossings, where necessary, installed on a raised platform,
built on a central support of a steel pipe 100 mm dia, roof made of 25 mm dia
steel pipe to provide covered area of 3 sqm, roofed with CGI sheets, all steel
parts to be given 2 coats of paint)
8.40 VALUE

High Mast Pole Lighting at Interchanges and Flyovers (Providing and erecting a
high mast pole lighting with 30 m high hot dip galvanised mast designed to
withstand forces exerted with wind speeds of 180 km per hour with 3 seconds
gust, as per IS:875 (Part 3) - 1978, fitted with a base flange, door at the
base of mast with heavy duty internal lock, lantern carriage, suitable winching
arrangement for safe working load of 750 kg and high powered electrically
driven power tools for raising and lowering of lantern carriage, flexible 8 core
electric cable, lightening conductor, earthing terminal, and fixing 2 nos
aviation obstruction lights on top of the mast, all complete as per approved
design and drawings This is a specialised work and is generally done by firms
who specialise in such jobs. The detailed designs and estimates are submitted
by the firms alongwith their tender for checks by the Department. The cost of
this work is required to be worked out based on approved design, drawings and
estimate of the lowest tender. A separate contract for this work is concluded as
the contractors for road and bridge works generally donot undertake such jobs.)

8.41 Toll Plaza (The construction, operation and maintenance of Toll Plaza can be
broken into separate items of work as under based on the approved design and
drawings:-)
8.42 VALUE
Safety Devices and signs in Construction Zones (Provision and fixing of traffic
signs for limited period at suitable locations in construction zone comprising of
warning zone, approach transition zone, working zone and terminal transition
zone with a minimum distance of 60 cm from the edge of the kerb in case of
kerbed roads and 2 to 3 m from the edge of the carriageway in case of un-
kerbed roads, the bottom edge of the lowest sign plate to be not less than 2 m
above the road level, fixed on 60 mm x 60 mm x 6 mm angle iron post,
founded and installed as per approved design and drawings, removed and
disposed of after completion of construction work, all as per IRC:SP:55-2001)
 299

Item Code Description Unit Justified Rate

8.43 Portable Barricade in Construction Zone (Installation of a steel portable each 3,530.00
barricade with horizontal rail 300 mm wide, 2.5 m in length fitted on a 'A'
frame made with 45 x 45 x 5 mm angle iron section, 1.5 m in height,
horizontal rail painted (2 coats) with yellow and white stripes, 150 mm in width
at an angle of 450, 'A' frame painted with 2 coats of yellow paint, complete as
per IRC: SP : 55-2001 )
8.44 Permanent Type Barricade in Construction Zone
A With Steel Components (Construction of a permanent type barricade made of each 5,329.00
steel components, 1.5 m high from road level, fitted with 3 horizontal rails 200
mm wide and 4 m long on 50 x 50 x 5 mm angle iron vertical support, painted
with yellow and white strips, 150 mm in width at an angle of450, complete as
per IRC:SP:55-2001 )
B With Wooden Components (Construction of a permanent type barricade made of each 9,133.00
wooden components, 1.5 m high from road level, fitted with 3 horizontal
planks 200 mm wide and 3.66 m long on 100 x 100mm wooden vertical post,
painted with yellow and white striups, 150 mm in width at an angle of450,
complete as per IRC:SP:55-2001 )
C each 22,510.00
With Bricks (Construction of a permanent type barricade made with brick work
in mud mortar, 1.5 m high, 4 m long, 600 mm thick, plastered with cement
mortar 1:6, painted with yellow and white strips)
8.45 each 722.00
Drum Delineator in Construction Zone (Provision of metal drum/empty bitumen
drum delineator, 300 mm in diameter, 800 mm high, filled with earth for
stability, painted in circumferential strips of alternate black and white 100 mm
wide fitted with reflectors 3 Nos of 7.5 cm dia, all as per IRC:SP:55-2001)
8.46 Flagman (Positioning of a smart flagman with a yellow vest and a yellow cap each 908.00
and a red flag 600 x 600 mm securely fastened to a staff 1 m in length for
guiding the traffic)

CHAPTER-9
PIPE CULVERTS
Item Code Description Unit Justified Rate
9.1 cum 5,491.00
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone
aggregate 40 mm nominal size mechanically mixed, placed in foundation and
compacted by vibration including curing for 14 days.)
9.2 Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first
class bedding in single row . (Laying Reinforced cement concrete pipe
NP4/prestrssed concrete pipe for culverts on first class bedding of granular
material in single row including fixing collar with cement mortar 1:2 but
excluding excavation, protection works, backfilling, concrete and masonry
works in head walls and parapets . )
A 1000 mm dia metre 8,968.00
B 1200 mm dia metre 8,648.00
9.3 Laying Reinforced Cement Concrete Pipe NP 4 /prestrssed concrete pipe on first
class bedding in double row . (Laying Reinforced cement concrete pipe NP4
/prestrssed concrete pipe for culverts on first class bedding of granular material
in double row including fixing collar with cement mortar 1:2 but excluding
excavation, protection works, backfilling, concrete and masonry works in
head walls and parapets . )
A 1000 mm dia metre 18,106.00
B 1200 mm dia metre 17,478.00

CHAPTER-10
MAINTENANCE OF ROADS
Item Code Description Unit Justified Rate
 300

Item Code Description Unit Justified Rate

10.1 Restoration of Rain Cuts (Restoration of rain cuts with soil, moorum, gravel or cum 192.00
a mixture of these, clearing the loose soil, benching for 300 mm width, laying
fresh material in layers not exceeding 250 mm and compacting with plate
compactor or power rammers to restore the original alignment, levels and
slopes)
10.2 sqm 64.00
Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of
material/ irregularities on shoulder to the design level by adding fresh approved
soil and compacting it with appropriate equipment.)
10.3 Maintenance of Earth Shoulder (stripping excess soil) (Stripping excess soil sqm 28.00
from the shoulder surface to achieve the approved level and compacting with
plate compactor)
10.4 sqm 207.00
Filling Pot- holes and Patch Repairs with open - graded Premix surfacing,
20mm. (Removal of all failed material, trimming of completed excavation to
provide firm vertical faces, cleaning of surface, painting of tack coat on the
sides and base of excavation as per clause 503, back filling the pot holes with
hot bituminous material as per clause 511, compacting, trimming and finishing
the surface to form a smooth continuous surface, all as per clause 3004.2)

10.5 Filling Pot- holes and Patch Repairs with - Bituminous concrete, 40mm.
(Removal of all failed material, trimming of completed excavation to provide
firm vertical faces, cleaning of surface, painting of tack coat on the sides and
base of excavation as per clause 503, back filling the pot holes with hot
bituminous material as per clause 504, compacting, trimming and finishing the
surface to form a smooth continuous surface, all as per clause 3004.2)
(i) for grading I Material sqm 512.00
(ii) for grading II Material sqm 512.00
10.6 Crack Filling (Filling of crack using slow - curing bitumen emulsion and applying metre 9.50
crusher dust in case crack are wider than 3mm.)
10.7 Dusting (Applying crusher dust to areas of road where bleeding of excess sqm 3.70
bitumen has occurred.)
10.8 A Fog Seal (ref item 5.17) sqm 90.00
B Crack Prevention courses. (ref item 5.21)
(i) Stress Absorbing Membrane (SAM) crack width less than 6 mm sqm 84.00
(ii) Stress Absorbing Membrane (SAM) with crack width 6 mm to 9 mm sqm 96.00
(iii) Stress Absorbing Membrane (SAM) crack width above 9 mm and cracked area sqm 127.00
above 50 %
(iv) Bitumen Impregnated Geotextile sqm 149.00
C Slurry Seal (ref item 5.15)
(i) 5 mm thickness sqm 161.00
(ii) 3 mm thickness sqm 107.00
(iii) 1.5 mm thickness sqm 66.00
D Surface Dressing for maintance works. (ref item 5.9)
(i) 19 mm nominal chipping size sqm 120.00
(ii) 13 mm nominal size chipping sqm 95.00
10.9 metre 592.00
Repair of joint Grooves with Epoxy Mortar Repair of spalled joint grooves of
contraction joints, longitudinal joints and expansion joints in concrete
pavements using epoxy mortar or epoxy concrete)
10.10 Repair of old Joints Sealant (Removal of existing sealant and re sealing of metre 50.10
contraction, longitudinal or expansion joints in concrete pavement with fresh
sealant material)
10.11 Hill Side Drain Clearance (Removal of earth from the choked hill side drain and metre 85.90
disposing it on the valley side manually)
10.12 cum 39.00
Land Slide Clearance in soil (Clearance of land slides in soil and ordinary rock
by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side)
10.13 Land slide Clearance in Hard Rock Requiring Blasting (Clearing of land slide in cum 89.00
hard rock requiring blasting for 50% of the boulders and disposal of the same
on the valley side.)
 301

Item Code Description Unit Justified Rate

10.14 Snow Clearance on Roads with Dozer (Snow clearance from road surface by a cum 2.50
bull- dozer 165 Hp and disposing it on the valley side)
10.15 cum -
Snow Clearance on Roads with Snow Blowers (Snow clearance from road
surface by a snow blower and disposing on the valley side.)

CHAPTER-11
HORTICULTURE
Item Code Description Unit Justified Rate
11.1 cum 54.90
Spreading of Sludge Farm Yard Manure or/and good Earth (Spreading of sludge
farm yard manure or/ and good earth in required thickness (cost of sludge,
farm- yard manure or/and good earth to be paid for separately))
11.2 Grassing with ' Doobs' Grass (Grassing with 'Doobs' grass including watering
and maintenance of the lawn for 30 days or more till the grass forms a thick
lawn free from weeds and fit for moving including supplying good earth if
needed)
(i) In rows 15 cm apart in either direction sqm 25.00
(ii) In rows 7.5 cm apart in either direction sqm 37.30
11.3 Making Lawns including Ploughing and Dragging with 'Swagha' Breaking of Clod sqm 25.30
(Making lawns including ploughing and breaking of clod, removal of rubbish,
dressing and supplying doobs grass roots and planting at 15 cm apart,
including supplying and spreading of farm yard manure at rate of 0.18 cum per
100 sqm)
11.4 sqm 200.00
Maintenance of Lawns or Turfing of Slopes (Maintenance of lawns or Turfing of
slopes (rough grassing) for a period of one year including watering etc)
11.5 Turfing Lawns with Fine Grassing including Ploughing, Dressing (Turfing lawns sqm 37.90
with fine grassing including ploughing, dressing including breaking of clods,
removal of rubbish, dressing and supplying doobs grass roots at 10 cm apart,
including supplying and spreading of farm yard manure at rate of0.6 cum per
100 sqm)
11.6 Maintenance of Lawns with Fine Grassing for the First Year sqm 236.00
11.7 a) Planting Permanent Hedges including Digging of Trenches (Planting metre 393.00
permanent hedges including digging of trenches, 60 cm wide and 45 cm deep,
refilling the excavated earth mixed with farmyard manure, supplied at the rate
of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm
apart)
(b) Maintenance of Hedge for one year metre 339.00
11.8 a) Planting Flowering Plants and Shrubs in Central Verge km 74,154.00
(b) km 3,94,832.00
Maintenance of Flowering Plants and Shrubs in Central Verge for one Year
11.9 Planting of Trees and their Maintenance for one Year (Planting of trees by the each 1,744.00
road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground,
mixing the soil with decayed farm yard/sludge mannure, planting the saplings,
backfilling the trench, watering, fixing the tree guard and maintaining the
plants for one year)
11.10 Renovation Lawns including, Weeding, Forking the Ground, Top Dressing with sqm 28.40
Forked Soil (Renovation lawns including, weeding, forking the ground, top
dressing with forked soil, watering and maintenance the lawns, for 30 days or
more, till the grass forms a thick lawn, free from weeds, and fit for moving
and disposal of rubbish as directed, including supplying good earth, if needed
but excluding the cost of well decayed farm yard manure)
11.11 cum 782.00
Supply at Site Well Decayed Farm Yard Manure (Supply at site of work well
decayed farm yard manure, from any available source, approved by the
engineer in charge including screening and stacking)
11.12 quintal VALUE
Supply at Site of Work/ Store - Deoiled Neem Cake (Supply at site of work/
store- deoiled neem cake duly packed in used gunny bags)
11.13 Supplying Sludge (Supplying sludge duly stacked at site/ store) cum VALUE
 302

Item Code Description Unit Justified Rate

11.14 Half Brick Circular Tree Guard, in 2nd class Brick, internal diametre 1.25 each 2,693.00
metres, and height 1.2 metres, above ground and 0.20 metre below ground
(Half brick circular tree guard, in 2nd class brick, internal diametre 1.25
metres, and height 1.2 metres, above ground and 0.20 metre below ground,
bottom two courses laid dry, and top three courses in cement mortar 1:6 ( 1
cement 6 sand) and the intermediate courses being in dry honey comb
masonry, as per design complete)
11.15 metre 54.70
Edging with 2nd class Bricks, laid dry lengthwise (Edging with 2nd class bricks,
laid dry lengthwise, including excavation, refilling, consolidation, with a hand
packing and spreading nearly surplus earth within a lead of 50 metres)
11.16 Making Tree Guard 53 cm dia and 1.3 m high as per design from empty each 608.00
bitumen drum (Making tree guard 53 cm dia and 1.3 m high as per design from
empty bitumen drum, slit suitably to permit sun and air, (supplied by the
department at stock issue rate) including providing and fixing 2 nos MS
sheet rings 50 x 0.5 mm with rivets, complete in all respect)
11.17 Making Tree Guard 53 cm dia and 2 metres high as per design from empty each 1,168.00
bitumen drums (Making tree guard 53 cm dia and 2 metres high as per design
from empty bitumen drums, slit suitably to permit sun and air, ( supplied by
the department at stock issue rate) including providing and fixing four legs
40 cm long of 30 x 3 mm MS riveted to tree guard and providing and fixing 2
nos MS sheet rings 50 x 0.5 mm with rivets complete in all respects)
11.18 Wrought Iron and Mild Steel Welded Work (Wrought iron and mild steel welded quintal 10,954.00
work) (using angles, square bars, tees and channel grills, grating frames,
gates and tree guards of any size and design etc. including cost of screens and
welding rods or bolts and nuts complete fixed in position but without the cost of
excavation and concrete for fixing which will be paid separately)
11.19 Tree Guard with MS Iron (Providing and fixing MS iron tree guard 60 cm dia and each tree 2,399.00
2 metre high above ground level formed of 4 Nos (25 x 6 mm) and 8 Nos (25 x guard
3 mm) vertical MS riveted to 3 Nos (25 x 6 mm) iron rings in two halves,
bolted together with 8 mm dia and 30 mm long bolts including painting two
coats with paint of approved brand over a coat of priming, complete in all
respects.)
11.20 each tree 3,509.00
Tree Guard with MS Angle Iron and Steel Wire (Providing and fixing tree guard
guard
0.60 metre square, 2.00 metre high fabricated with MS angle iron 30 x 30 x 3
mm, MS iron 25 x 3 mm and steel wire3 mm dia welded and fabricated as per
design in two halves bolted together)
11.21 Compensatory Afforestation (Planting trees as compensatory afforestation at hectare 1,62,485.00
the rate of 290 trees per hectare at a spacing of 6 m by grubbing and leveling
the ground upto a depth of 150 mm, digging holes 0.9 m dia, 1 m deep,
mixing farm yard/sludge manure with soil, planting of sapling 2 m high with 25
cm dia stem, backfilling the hole and watering)

CHAPTER-12
FOUNDATIONS
Item Code Description Unit Justified Rate
12.1
Excavation for Structures (Earth work in excavation of foundation of structures
as per drawing and technical specification, including setting out, construction
of shoring and bracing, removal of stumps and other deleterious matter,
dressing of sides and bottom and backfilling with approved material.)
I Ordinary soil
A Manual Means
(i) upto 3 m depth cum 327.00
(ii) 3 m to 6 m depth cum 421.00
(iii) Above 6 m depth cum 561.00
B Mechanical Means
 303

Item Code Description Unit Justified Rate

(i) Depth upto 3 m cum 59.00
(ii) Depth 3 m to 6 m cum 67.00
(iii) Depth above 6m cum 89.00
II Ordinary rock (not requiring blasting)
A Manual Means
(i) Depth upto 3 m cum 468.00
B Mechanical Means cum 68.00
III Hard rock ( requiring blasting )
A Manual Means cum 935.00
IV Hard rock ( blasting prohibited )
A Mechanical Means cum 633.00
V Marshy soil
(i) upto 3 m depth
A Manual means cum 1,007.00
B Mechanical Means cum 274.00
VI Back Filling in Marshy Foundation Pits cum 557.00
12.2 Filling Annular Space Around Footing in Rock (Lean cement concrete 1:3:6
nominal mix. Rate may be taken as per items 13.4.)
12.3 cum 1,599.00
Sand Filling in Foundation Trenches as per Drawing & Technical Specification
12.4 PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in cum 6,208.00
foundation with crushed stone aggregate 40 mm nominal size mechanically
mixed, placed in foundation and compacted by vibration including curing for 14
days.)
12.5
Brick masonry work in cement mortar in foundation complete excluding pointing
and plastering, as per drawing and technical specifications
(i) Rate for Brick Work in C. M. 1:2 in foundation cum 9,414.00
(ii) Rate for Brick Work in C. M. 1:3 in foundation cum 9,123.00
(iii) Rate for Brick Work in C. M. 1:4 in foundation cum 8,924.00
(iv) Rate for Brick Work in C. M. 1:6 in foundation cum 8,760.00
12.6 A Cement mortar1:3 (1cement :3 sand) cum 4,515.00
B Cement mortar1:2 (1cement :2 sand) cum 5,394.00
C Cement mortar1:4 (1cement :4 sand) cum 3,911.00
D Cement mortar1:6 (1cement :6 sand) cum 3,413.00
12.7 Stone masonry work in cement mortar 1:3 in foundation complete as drawing
and Technical Specification
(a) Square Rubble Coursed rubble masonry( first sort ) cum 6,429.00
(b) Random Rubble Masonry cum 6,126.00
12.8 Plain/Reinforced cement concrete in open foundation complete as per drawing
and technical specifications
A PCC Grade M15 cum 7,284.00
B PCC Grade M20 cum 7,750.00
C RCC Grade M20
Case I Using concrete mixer cum 7,817.00
Case II With Batching Plant, Transit Mixer and Concrete Pump cum 6,626.00
D PCC Grade M25
Case I Using concrete Mixer cum 8,205.00
Case II With Batching Plant, Transit Mixer and Concrete Pump cum 7,020.00
E RCC Grade M25
Case I Using concrete Mixer cum 8,277.00
Case II With Batching Plant, Transit Mixer and Concrete Pump cum 7,089.00
 304

Item Code Description Unit Justified Rate

F PCC Grade M30
Case I Using Concrete Mixer cum 8,236.00
Case II Using Batching Plant, Transit Mixer and Concrete Pump cum 7,049.00
G RCC Grade M30
Case I Using Concrete Mixer cum 8,286.00
Case II Using Batching Plant, Transit Mixer and Concrete Pump cum 7,102.00
H RCC Grade M35
Case I Using Concrete Mixer cum 8,376.00
Case II Using Batching Plant, Transit Mixer and Concrete Pump cum 7,198.00
12.9 Providing and constructing temporary island 16 m diameter for construction of
well foundation for 8m dia. Well.
A Assuming depth of water 1.0 m and height of island to be 1.25m including each 53,220.00
Royalty for earth @ Rs. 3768.00 for each Island.
B Assuming depth of water 4.0 m and height of island 4.5 m including Royalty for each 2,77,379.00
earth @ Rs. 13565.00 for each Island.
C Providing and constructing one span service road to reach island location from metre 3,490.00
one pier location to another pier location including Royalty for earth @ Rs.
225.00 per m for service Road.
12.10 tonne 1,15,919.00
Providing and laying cutting edge of mild steel weighing 40 kg per metre for
well foundation complete as per drawing and technical specification.
12.11 Plain/Reinforced cement concrete, in well foundation complete as per drawing
and technical specification
A Well curb
(i) RCC M20 Grade
Case I Using concrete mixer cum 9,021.00
Case II With Batching Plant, Transit Mixer and Concrete Pump cum 7,641.00
(ii) RCC M25 Grade
Case I Using concrete mixer cum 9,575.00
Case II With Batching Plant, Transit Mixer and Concrete Pump cum 8,201.00
(iii) RCC M35 Grade
Case I Using concrete mixer cum 9,760.00
Case II With Batching Plant, Transit Mixer and Concrete Pump cum 8,468.00
B Well steining
(I) PCC M15 Grade cum 7,705.00
(ii) PCC M20 Grade cum 8,198.00
(iii) RCC M20 Grade
Case I Using concrete mixer cum 8,269.00
Case II With Batching Plant, Transit Mixer and Concrete Pump cum 7,004.00
(iv) PCC M25 Grade
Case I Using concrete mixer cum 8,700.00
Case II With Batching Plant, Transit Mixer and Concrete Pump cum 7,438.00
(v) RCC M25 Grade
Case I Using concrete mixer cum 8,777.00
Case II With Batching Plant, Transit Mixer and Concrete Pump cum 7,517.00
(vi) PCC M30 Grade
Case I Using concrete mixer cum 8,754.00
Case II With Batching Plant, Transit Mixer and Concrete Pump cum 7,488.00
(vii) RCC M30 Grade
Case I Using concrete mixer cum 8,807.00
Case II With Batching Plant, Transit Mixer and Concrete Pump cum 7,549.00
(viii) RCC M35 Grade
 305

Item Code Description Unit Justified Rate

Case I Using concrete mixer cum 8,946.00
Case II With Batching Plant, Transit Mixer and Concrete Pump cum 7,762.00
(ix) RCC M40 Grade 7,835.00
C Bottom Plug
(i) PCC Grade M20
Case I Using Concrete Mixer cum 8,416.00
Case II Using Batching Plant, Transit Mixer and Crane/concrete pump cum 6,908.00
(ii) PCC Grade M25
Case I Using Concrete Mixer cum 8,678.00
Case II Using Batching Plant, Transit Mixer and Crane/concrete pump cum 7,167.00
(iii) PCC Grade M30
Case I Using Concrete Mixer cum 8,730.00
Case II Using Batching Plant, Transit Mixer and Crane/concrete pump cum 7,222.00
(iv) PCC Grade M35
Case I Using Concrete Mixer cum 8,852.00
Case II Using Batching Plant, Transit Mixer and Crane/concrete pump cum 7,340.00
D Intermediate plug
(I) Grade M20 PCC
Case I Using Concrete Mixer cum 8,060.00
Case II Using Batching Plant, Transit Mixer and Crane/concrete pump cum 6,610.00
(ii) Grade M25 PCC
Case I Using Concrete Mixer cum 8,309.00
Case II Using Batching Plant, Transit Mixer and Crane/concrete pump cum 6,857.00
(iii) Grade M30 PCC
Case I Using Concrete Mixer cum 8,359.00
Case II Using Batching Plant, Transit Mixer and Crane/concrete pump cum 6,909.00
E Top plug
(i) Grade M15 PCC
Case I Using Concrete Mixer cum 7,004.00
(ii) Grade M20 PCC
Case I Using Concrete Mixer cum 7,453.00
(iii) Grade M25 PCC
Case I Using Concrete Mixer cum 7,909.00
Case II Using Batching Plant, Transit Mixer and Crane/concrete pump cum 6,762.00
(iv) Grade M30 PCC
Case I Using Concrete Mixer cum 7,959.00
Case II Using Batching Plant, Transit Mixer and Crane/concrete pump cum 6,808.00
F Well cap
(i) RCC Grade M20
Case I Using concrete Mixer cum 7,765.00
Case II Using Batching Plant, Transit Mixer and Concrete Pump cum 6,573.00
(ii) RCC Grade M25
Case I Using concrete Mixer cum 8,277.00
Case II Using Batching Plant, Transit Mixer and Concrete Pump cum 7,090.00
(iii) RCC Grade M30
Case I Using Concrete Mixer cum 8,286.00
Case II Using Batching Plant, Transit Mixer and Concrete Pump cum 7,101.00
 306

Item Code Description Unit Justified Rate

(iv) RCC Grade M35
Case I Using Concrete Mixer cum 8,376.00
Case II Using Batching Plant, Transit Mixer and Concrete Pump cum 7,198.00
(v) RCC M40 Grade cum 7,379.00
12.12
Sinking of 6 m external diameter well ( other than pneumatic method of sinking
) through all types of strata namely sandy soil, clayey soil and rock as shown
against each case, complete as per drawing and technical specifications. Depth
of sinking is reckoned from bed level.
A Sandy soil
(i) Depth below bed level upto 3.0 M metre 5,885.00
(ii) Beyond 3m upto 10m depth metre 8,098.00
(iii) Beyond 10m upto 20m
a Add 5% for every additional meter depth of sinking over the rate of sinking for metre 10,695.00
the previous meter
(iv) Beyond 20m upto 30 m
a Add 7.5% for every additional meter depth of sinking over the rate of sinking metre 20,061.00
for the previous meter
b Add 20% of cost for Kentledge including supports, loading arrangement and 24,073.00
Labour .
(v) Beyond 30m upto 40 m metre
a Add 10% for every additional meter depth of sinking over the rate of sinking for 47,663.00
the previous meter
b Add 20% of cost for Kentledge including supports, loading arrangement and metre 57,196.00
Labour .
B Clayey soil ( 6m dia. Well )
(i) Depth below bed level upto 3.0 M metre 8,126.00
(ii) Beyond 3m upto 10m depth metre 18,007.00
(iii) Beyond 10 m upto 20 m
a Add 5% for every additional meter depth of sinking over the rate of sinking for metre 23,781.00
the previous meter
b Add for dewatering @ 5% of cost, if required. metre 24,970.00
(iv) Beyond 20m upto 30 m
a Add 7.5% for every additional meter depth of sinking over the rate of sinking metre 44,607.00
for the previous meter
b Add 5% of cost for dewatering of the cost, if required metre 58,547.00
c Add 25% of cost for Kentledge including supports, loading arrangement and metre 55,759.00
Labour ).
(v) Beyond 30m upto 40 m
a Add 10% for every additional meter depth of sinking over the rate of sinking for metre 1,05,981.00
the previous meter
b Add 5% of cost for dewatering, if required metre 1,33,537.00
c Add 20% of cost for Kentledge including supports, loading arrangement and metre 1,27,178.00
Labour).
C Soft rock (6m dia well )
(i) Depth of soft rock strata upto 3m metre 32,931.00
D Hard rock (6m dia well )
(i) Depth of soft rock strata upto 3m metre 31,621.00
12.13
Sinking of 7 m external diameter well ( other than pneumatic method of sinking
) through all types of strata namely sandy soil, clayey soil and rock as shown
against each case, complete as per drawing and technical specifications. Depth
of sinking is reckoned from bed level.
A Sandy soil
(i) Depth below bed level upto 3.0 M metre 8,468.00
(ii) Beyond 3m upto 10m depth metre 11,051.00
 307

Item Code Description Unit Justified Rate

(iii) Beyond 10m upto 20m
a Add 5% for every additional meter depth of sinking over the rate of sinking for metre 14,596.00
the previous meter
(iv) Beyond 20m upto 30 m
a Add 7.5% for every additional meter depth of sinking over the rate of sinking metre 27,377.00
for the previous meter
b Add 20% of cost for Kentledge including supports, loading arrangement and metre 32,852.00
Labour) .
(v) Beyond 30m upto 40 m
a Add 10% for every additional meter depth of sinking over the rate of sinking for metre 65,042.00
the previous meter
b Add 20% of cost for Kentledge including supports, loading arrangement, and metre 78,050.00
Labour etc.
B Clayey soil ( 7m dia. Well )
(I) Depth below bed level upto 3.0 M metre 11,051.00
(ii) Beyond 3m upto 10m depth metre 17,606.00
(iii) Beyond 10 m upto 20 m
a Add 5% for every additional meter depth of sinking over the rate of sinking for metre 23,252.00
the previous meter
b Add for dewatering @ 5% of cost, if required. metre 24,415.00
(iv) Beyond 20m upto 30 m
a Add 7.5% for every additional meter depth of sinking over the rate of sinking metre 43,617.00
for the previous meter
b Add 5% of cost for dewatering on the cost, if required metre 57,248.00
c Add 25% of cost for Kentledge including supports, loading arrangement and metre 54,522.00
Labour ).
(v) Beyond 30m upto 40 m
a Add 10% for every additional meter depth of sinking over the rate of sinking for metre 1,03,628.00
the previous meter
b Add 5% of cost for dewatering, if required metre 1,30,571.00
c Add 20% of cost for Kentledge including supports, loading arrangement and 1,24,354.00
Labour).
C Soft rock ( 7m dia well )
(i) Depth of soft rock strata upto 3m metre 25,460.00
D Hard rock ( 7m dia well )
(i) Depth upto 3 m metre 38,635.00
12.14
Sinking of 8 m external diameter well ( other than pneumatic method of sinking
) through all types of strata namely sandy soil, clayey soil and rock as shown
against each case, complete as per drawing and technical specifications. Depth
of sinking is reckoned from bed level.
A Sandy soil
(i) Depth below bed level upto 3.0 M metre 10,310.00
(ii) Beyond 3m upto 10m depth metre 12,563.00
(iii) Beyond 10m upto 20m
a Add 5% for every additional meter depth of sinking over the rate of sinking for metre 16,593.00
the previous meter
(iv) Beyond 20m upto 30 m
a Add 7.5% for every additional meter depth of sinking over the rate of sinking metre 31,126.00
for the previous meter
b Add 20% of cost for Kentledge including supports, loading arrangement and metre 37,351.00
Labour .
(v) Beyond 30m upto 40 m
a Add 10% for every additional meter depth of sinking over the rate of sinking for metre 73,952.00
the previous meter
b Add 20% of cost for Kentledge including supports, loading arrangement, and metre 88,742.00
Labour etc.
B Clayey soil ( 8m dia. Well )
 308

Item Code Description Unit Justified Rate

(i) Depth upto 3.0 M metre 13,526.00
(ii) Beyond 3m upto 10m depth metre 18,838.00
(iii) Beyond 10 m upto 20 m
a Add 5% for every additional meter depth of sinking over the rate of sinking for metre 24,878.00
the previous meter
b Add for dewatering @ 5% of cost, if required. metre 26,122.00
(iv) Beyond 20m upto 30 m
a Add 7.5% for every additional meter depth of sinking over the rate of sinking metre 46,664.00
for the previous meter
b Add 5% of cost for dewatering on the cost, if required metre 61,247.00
c Add 25% of cost for Kentledge including supports, loading arrangement and metre 58,330.00
Labour ).
(v) Beyond 30m upto 40 m
a Add 10% for every additional meter depth of sinking over the rate of sinking for metre 1,10,867.00
the previous meter
b Add 5% of cost for dewatering, if required metre 1,39,692.00
c Add 20% of cost for Kentledge including supports, loading arrangement and metre 1,33,040.00
Labour).
C Soft rock ( 8m dia well )
(i) Depth in soft rock strata upto 3m metre 28,534.00
D Hard rock ( 8m dia well )
(i) Depth in hard rock strata upto 3 m metre 41,036.00
12.15
Sinking of 9 m external diameter well ( other than pneumatic method of sinking
) through all types of strata namely sandy soil, clayey soil and rock as shown
against each case, complete as per drawing and technical specifications. Depth
of sinking is reckoned from bed level.
A Sandy soil
(i) Depth below bed level upto 3.0 M metre 10,544.00
(ii) Beyond 3m upto 10m depth metre 13,772.00
(iii) Beyond 10m upto 20m
a Add 5% for every additional meter depth of sinking over the rate of sinking for metre 18,188.00
the previous meter
(iv) Beyond 20m upto 30 m
a Add 7.5% for every additional meter depth of sinking over the rate of sinking metre 34,114.00
for the previous meter
b Add 20% of cost for Kentledge including supports, loading arrangement and metre 40,937.00
Labour .
(v) Beyond 30m upto 40 m
a Add 10% for every additional meter depth of sinking over the rate of sinking for metre 81,049.00
the previous meter
b Add 20% of cost for Kentledge including supports, loading arrangement, and metre 97,259.00
Labour etc.
B Clayey soil ( 9m dia. Well )
(i) Depth below bed level upto 3.0 M metre 14,393.00
(ii) Beyond 3m upto 10m depth metre 20,266.00
(iii) Beyond 10 m upto 20 m
a Add 5% for every additional meter depth of sinking over the rate of sinking for metre 26,765.00
the previous meter
b Add for dewatering @ 5% of cost, if required. metre 28,103.00
(iv) Beyond 20m upto 30 m
a Add 7.5% for every additional meter depth of sinking over the rate of sinking metre 50,204.00
for the previous meter
b Add 5% of cost for dewatering on the cost, if required metre 65,893.00
c Add 25% of cost for Kentledge including supports, loading arrangement and metre 62,755.00
Labour ).
(v) Beyond 30m upto 40 m
 309

Item Code Description Unit Justified Rate

a Add 10% for every additional meter depth of sinking over the rate of sinking for metre 1,19,280.00
the previous meter
b Add 5% of cost for dewatering, if required metre 1,50,293.00
c Add 20% of cost for Kentledge including supports, loading arrangement and metre 1,43,136.00
Labour).
C Soft rock ( 9m dia well )
(i) Depth upto 3m metre 34,860.00
D Hard rock ( 9m dia well )
(i) Depth of hard rock strata upto 3 m metre 46,602.00
12.16
Sinking of 10 m external diameter well ( other than pneumatic method of
sinking ) through all types of strata namely sandy soil, clayey soil and rock as
shown against each case, complete as per drawing and technical specifications.
Depth of sinking is reckoned from bed level.
A Sandy soil
(i) Depth below bed level upto 3.0 M metre 12,260.00
(ii) Beyond 3m upto 10m depth metre 14,659.00
(iii) Beyond 10m upto 20m
a Add 5% for every additional meter depth of sinking over the rate of sinking for metre 19,361.00
the previous meter
(iv) Beyond 20m upto 30 m
a Add 7.5% for every additional meter depth of sinking over the rate of sinking metre 36,316.00
for the previous meter
b Add 20% of cost for Kentledge including supports, loading arrangement and metre 43,579.00
Labour .
(v) Beyond 30m upto 40 m
a Add 10% for every additional meter depth of sinking over the rate of sinking for metre 86,282.00
the previous meter
b Add 20% of cost for Kentledge including supports, loading arrangement, and metre 1,03,539.00
Labour etc.
B Clayey soil (10m dia. Well )
(i) Depth below bed level upto 3.0 M metre 16,592.00
(ii) Beyond 3m upto 10m depth metre 20,757.00
(iii) Beyond 10 m upto 20 m
a Add 5% for every additional meter depth of sinking over the rate of sinking for metre 27,414.00
the previous meter
b Add for dewatering @ 5% of cost, if required. metre 28,784.00
(iv) Beyond 20m upto 30 m
a Add 7.5% for every additional meter depth of sinking over the rate of sinking metre 51,419.00
for the previous meter
'b Add 5% of cost for dewatering on the cost, if required metre 67,487.00
c Add 25% of cost for Kentledge including supports, loading arrangement and metre 64,274.00
Labour ).
(v) Beyond 30m upto 40 m
a Add 10% for every additional meter depth of sinking over the rate of sinking for metre 1,22,163.00
the previous meter
b Add 5% of cost for dewatering, if required metre 1,53,925.00
c Add 20% of cost for Kentledge including supports, loading arrangement and 1,46,595.00
Labour).
C Soft rock (10m dia well )
(i) Depth of soft rock strata upto 3m metre 35,449.00
D Hard rock (10m dia well )
(i) Depth of hard rock strata upto 3 m metre 50,364.00
12.17
Sinking of 11 m external diameter well ( other than pneumatic method of
sinking ) through all types of strata namely sandy soil, clayey soil and rock as
shown against each case, complete as per drawing and technical specifications.
Depth of sinking is reckoned from bed level.
 310

Item Code Description Unit Justified Rate

A Sandy soil
(i) Depth from bed level upto 3.0 M metre 27,146.00
(ii) Beyond 3m upto 10m depth metre 24,597.00
(iii) Beyond 10m upto 20m
a Add 5% for every additional meter depth of sinking over the rate of sinking for metre 32,485.00
the previous meter
(iv) Beyond 20m upto 30 m
a Add 7.5% for every additional meter depth of sinking over the rate of sinking metre 60,934.00
for the previous meter
b Add 20% of cost for Kentledge including supports, loading arrangement and metre 73,121.00
Labour .
(v) Beyond 30m upto 40 m
a Add 10% for every additional meter depth of sinking over the rate of sinking for metre 1,44,769.00
the previous meter
b Add 20% of cost for Kentledge including supports, loading arrangement, and metre 1,73,723.00
Labour etc.
B Clayey soil (11 m dia. Well )
(i) Depth from bed level upto 3.0 M metre 27,555.00
(ii) Beyond 3m upto 10m depth metre 43,470.00
(iii) Beyond 10 m upto 20 m
a Add 5% for every additional meter depth of sinking over the rate of sinking for metre 57,410.00
the previous meter
b Add for dewatering @ 5% of cost, if required. metre 60,281.00
(iv) Beyond 20m upto 30 m
a Add 7.5% for every additional meter depth of sinking over the rate of sinking metre 1,07,686.00
for the previous meter
b Add 5% of cost for dewatering on the cost, if required metre 1,41,338.00
c Add 25% of cost for Kentledge including supports, loading arrangement and metre 1,34,608.00
Labour ).
(v) Beyond 30m upto 40 m
a Add 10% for every additional meter depth of sinking over the rate of sinking for metre 2,55,847.00
the previous meter
b Add 5% of cost for dewatering, if required metre 3,22,367.00
c Add 20% of cost for Kentledge including supports, loading arrangement and metre 3,07,016.00
Labour).
C Soft rock (11m dia well )
(i) Depth of soft rock strata upto 3m metre 78,940.00
D Hard rock (11m dia well )
(i) Depth of hard rock upto 3 m metre 1,10,691.00
12.18
Sinking of 12 m external diameter well ( other than pneumatic method of
sinking ) through all types of strata namely sandy soil, clayey soil and rock as
shown against each case, complete as per drawing and technical specifications.
Depth of sinking is reckoned from bed level.
A Sandy soil
(i) I) Depth below bed level upto 3.0 M metre 57,849.00
(ii) Beyond 3m upto 10m depth metre 67,132.00
(iii) Beyond 10m upto 20m
a Add 5% for every additional meter depth of sinking over the rate of sinking for metre 88,660.00
the previous meter
(iv) Beyond 20m upto 30 m
a Add 7.5% for every additional meter depth of sinking over the rate of sinking metre 1,66,302.00
for the previous meter
b Add 20% of cost for Kentledge including supports, loading arrangement and metre 1,99,562.00
Labour .
(v) Beyond 30m upto 40 m
 311

Item Code Description Unit Justified Rate

a Add 10% for every additional meter depth of sinking over the rate of sinking for metre 3,95,108.00
the previous meter
b Add 20% of cost for Kentledge including supports, loading arrangement, and metre 4,74,130.00
Labour etc.
B Clayey soil (12 m dia. Well )
(i) Depth below bed level upto 3.0 M metre 66,491.00
(ii) Beyond 3m upto 10m depth metre 1,03,739.00
(iii) Beyond 10 m upto 20 m
a Add 5% for every additional meter depth of sinking over the rate of sinking for metre 1,37,007.00
the previous meter
b Add for dewatering @ 5% of cost, if required. metre 1,43,857.00
(iv) Beyond 20m upto 30 m
a Add 7.5% for every additional meter depth of sinking over the rate of sinking metre 2,56,990.00
for the previous meter
b Add 5% of cost for dewatering on the cost, if required metre 3,37,299.00
c Add 25% of cost for Kentledge including supports, loading arrangement and metre 3,21,237.00
Labour ).
(v) Beyond 30m upto 40 m
a Add 10% for every additional meter depth of sinking over the rate of sinking for metre 6,10,568.00
the previous meter
b Add 5% of cost for dewatering, if required metre 7,69,316.00
c Add 20% of cost for Kentledge including supports, loading arrangement and metre 7,32,682.00
Labour).
C Soft rock (12m dia well )
(i) Depth of soft rock strata upto 3m metre 1,80,876.00
D Hard rock (12m dia well )
(i) Depth of hard rock strata upto 3 m metre 2,37,930.00
12.19
Sinking of Twin D Type well ( other than pneumatic method of sinking ) through
all types of strata namely sandy soil, clayey soil and rock as shown against
each case, complete as per drawing and technical specifications. Depth of
sinking is reckoned from bed level.
A Sandy soil
(i) Depth from bed level upto 3.0 M metre 12,973.00
(ii) Beyond 3m upto 10m depth metre 14,113.00
(iii) Beyond 10m upto 20m
a Add 5% for every additional meter depth of sinking over the rate of sinking for metre 18,639.00
the previous meter
(iv) Beyond 20m upto 30 m
a Add 7.5% for every additional meter depth of sinking over the rate of sinking metre 34,964.00
for the previous meter
b Add 20% of cost for Kentledge including supports, loading arrangement and metre 41,957.00
Labour .
(v) Beyond 30m upto 40 m
a Add 10% for every additional meter depth of sinking over the rate of sinking for metre 83,068.00
the previous meter
b Add 20% of cost for Kentledge including supports, loading arrangement, and metre 99,682.00
Labour etc.
B Clayey soil (Twin D Type Well )
(i) Depth below bed level upto 3.0 M metre 15,630.00
(ii) Beyond 3m upto 10m depth metre 22,939.00
(iii) Beyond 10 m upto 20 m
a Add 5% for every additional meter depth of sinking over the rate of sinking for metre 30,296.00
the previous meter
b Add for dewatering @ 5% of cost, if required. metre 31,810.00
(iv) Beyond 20m upto 30 m
 312

Item Code Description Unit Justified Rate

a Add 7.5% for every additional meter depth of sinking over the rate of sinking metre 56,827.00
for the previous meter
b Add 5% of cost for dewatering on the cost, if required metre 74,586.00
c Add 25% of cost for Kentledge including supports, loading arrangement and metre 71,034.00
Labour ).
(v) Beyond 30m upto 40 m
a Add 10% for every additional meter depth of sinking over the rate of sinking for metre 1,35,012.00
the previous meter
b Add 5% of cost for dewatering, if required metre 1,70,115.00
c Add 20% of cost for Kentledge including supports, loading arrangement and metre 1,62,014.00
Labour).
C Soft rock (Twin D Type well )
(i) Depth of soft rock strata upto 3m metre 38,842.00
D Hard rock (Twin D Type well )
(i) Depth of hard rock strata upto 3 m metre 52,462.00
12.20 1,20,228.05
Pneumatic sinking of wells with equipment of approved design, drawing and
specifications worked by competent and trained personnel and comprising of
compression and decompression chambers, reducers, two air locks separately
for men and plant & materials, arrangement for supply of fresh air to working
chambers, check valves, exhaust valves, shafts made from steel plates of
riveted construction not less than 6 mm thick to withstand an air pressure of
0.50 MPa, controlled blasting of hard rock where required, staircases and 1 m
wide landing plate forms with railing, arrangement for compression and
decompression, electric lighting of 50 V maximum, proper rooms for rest and
medical examinations and compliance with safety precautions as per IS:4138,
all as per clause1207.6 of MoRTH Specifications.

12.21 cum 1,599.00

Sand filling in wells complete as per drawing and technical specifications
12.22 tonne 1,03,326.00
Providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells
including fabricating and setting out as per detailed drawing
12.23 metre 6,778.00
Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as
per drawing and technical specifications and removal of excavated earth with all
lifts and lead upto 1000 m. (Pile diameter-750 mm)
12.24 metre 11,173.00
Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as
per drawing and technical specifications and removal of excavated earth with all
lifts and lead upto 1000 m. (Pile diameter-1000 mm)
12.25 metre 14,412.00
Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as
per drawing and technical specifications and removal of excavated earth with all
lifts and lead upto 1000 m. (Pile diameter-1200 mm)
12.26 Driven cast-in-place vertical M35 grade R.C.C. pile excluding reinforcement metre 5,052.00
complete as per drawing and & Technical Specification (Pile diameter - 750
mm)
12.27 Driven cast-in-place vertical M35 grade R.C.C. piles excluding reinforcement metre 8,223.00
complete as per drawing and & Technical Specification (Pile diameter - 1000
mm)
12.28 Driven cast-in-place vertical M35 grade R.C.C. piles excluding reinforcement metre 11,991.00
complete as per drawing and & Technical Specification (Pile diameter - 1200
mm)
12.29 metre 3,824.00
Driven precast vertical M35 grade R.C.C. piles excluding reinforcement
complete as per drawing and & Technical Specification (Pile Diameter=500 mm)
12.30 metre 5,990.00
Driven precast vertical M35 grade R.C.C. piles excluding reinforcement
complete as per drawing and & Technical Specification (Pile Diameter=750 mm)
12.31 Driven precast vertical M35 grade R.C.C. piles excluding reinforcement metre 9,303.00
complete as per drawing and & Technical Specification (Pile Diameter=1000
mm)
 313

Item Code Description Unit Justified Rate

12.32 Driven precast vertical M35 grade R.C.C. piles excluding reinforcement metre 3,025.00
complete as per drawing and & Technical Specification (Size of pile - 300 mm x
300 mm)
12.33 Driven precast vertical M35 grade R.C.C. piles excluding reinforcement metre 4,553.00
complete as per drawing and & Technical Specification (Size of pile - 500 mm x
500 mm)
12.34 Driven precast vertical M35 grade R.C.C. piles excluding reinforcement metre 7,527.00
complete as per drawing and & Technical Specification (Size of pile - 750 mm x
750 mm)
12.35 metre 7,543.00
Driven vertical steel piles complete as per drawing and & Technical Specification
(Section of the pile - H Section steel column 400 x 250 mm (ISHB Series) )
12.36 metre 8,568.00
Driven vertical steel piles complete as per drawing and & Technical Specification
(Section of the pile - H Section steel column 450 x 250 mm (ISHB Series) )
12.37 tonne 5,300.00
Pile load test on single vertical pile in accordance with IS:2911(Part-IV)
12.38 Cement concrete for reinforced concrete in pile cap complete as per drawing
and Technical Specification
A RCC Grade M20
(i) Using Concrete Mixer cum 7,812.00
(ii) Using Batching Plant, Transit Mixer and Concrete Pump cum 6,664.00
B RCC Grade M25
(i) Using concrete mixer. cum 8,310.00
(ii) Using Batching Plant, Transit Mixer and Concrete Pump cum 7,192.00
C RCC Grade M30
(i) Using concrete mixer. cum 8,372.00
(ii) Using Batching Plant, Transit Mixer and Concrete Pump cum 7,225.00
D RCC Grade M35
(i) Using concrete mixer. cum 8,504.00
(ii) Using Batching Plant, Transit Mixer and Concrete Pump cum 7,386.00
12.39 Levelling course for Pile cap cum 6,849.00
12.40 Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation tonne 1,09,932.00
complete as per drawing and technical specifications
12.41 Supplying, fitting and placing un-coated Mild steel reinforcement complete in tonne 79,320.00
foundation as per drawing and technical specification

CHAPTER-13
SUB-STRUCTURE
Item Code Description Unit Justified Rate
13.1 Brick masonry work in 1:3 in sub-structure complete excluding pointing and cum 8,790.00
plastering, as per drawing and technical specifications
13.2 Pointing with cement mortar (1:3 ) on brick work in substructure as per 10 sqm 1,267.00
Technical specifications
13.3 Plastering with cement mortar (1:3 ) on brick work in sub-structure as per 10 sqm 1,975.00
Technical specifications
13.4 Stone masonry work in cement mortar 1:3 for substructure complete as per
drawing and Technical Specifications
A Random Rubble Masonry cum 5,920.00
B Coursed rubble masonry (first sort ) cum 6,454.00
C Ashlar masonry ( first sort ) cum 8,926.00
13.5 Plain/Reinforced cement concrete in sub-structure complete as per drawing and
technical specifications
A PCC Grade M15
(p) Height upto 5m cum 7,705.00
B PCC Grade M20
(p) Height upto 5m cum 8,198.00
 314

Item Code Description Unit Justified Rate

C PCC Grade M25
(p) Height upto 5m
Case I Using concrete Mixer cum 8,700.00
Case II With Batching Plant, Transit Mixer and Concrete Pump cum 7,438.00
(q) Height 5m to 10m
Case I Using concrete Mixer cum 9,016.00
Case II With Batching Plant, Transit Mixer and Concrete Pump cum 7,709.00
(r) Height above 10m
Case I Using concrete Mixer cum 9,412.00
Case II With Batching Plant, Transit Mixer and Concrete Pump cum 8,047.00
D PCC Grade M30
(p) Height upto 5m
Case I Using concrete Mixer cum 8,754.00
Case II With Batching Plant, Transit Mixer and Concrete Pump cum 7,488.00
(q) Height 5m to 10m
Case I Using concrete Mixer cum 9,073.00
Case II With Batching Plant, Transit Mixer and Concrete Pump cum 7,761.00
(r) Height above 10m
Case I Using concrete Mixer cum 9,471.00
Case II With Batching Plant, Transit Mixer and Concrete Pump cum 8,101.00
E RCC Grade M20
(p) Height upto 5m
Case I Using concrete Mixer cum 8,269.00
Case II With Batching Plant, Transit Mixer and Concrete Pump cum 7,004.00
(q) Height 5m to 10m
Case I Using concrete Mixer cum 8,570.00
Case II With Batching Plant, Transit Mixer and Concrete Pump cum 7,259.00
(r) Height above 10m
Case I Using concrete Mixer cum 8,945.00
Case II With Batching Plant, Transit Mixer and Concrete Pump cum 7,577.00
F RCC Grade M25
(p) Height upto 5m
Case I Using concrete Mixer cum 8,777.00
Case II With Batching Plant, Transit Mixer and Concrete Pump cum 7,517.00
(q) Height 5m to 10m
Case I Using concrete Mixer cum 9,064.00
Case II With Batching Plant, Transit Mixer and Concrete Pump cum 7,763.00
(r) Height above 10m
Case I Using concrete Mixer cum 9,495.00
Case II With Batching Plant, Transit Mixer and Concrete Pump cum 8,132.00
G RCC Grade M30
(p) Height upto 5m
Case I Using concrete Mixer cum 8,807.00
Case II With Batching Plant, Transit Mixer and Concrete Pump cum 7,549.00
(q) Height 5m to 10m
Case I Using concrete Mixer cum 9,055.00
Case II With Batching Plant, Transit Mixer and Concrete Pump cum 7,762.00
 315

Item Code Description Unit Justified Rate

(r) Height above 10m
Case I Using concrete Mixer cum 9,408.00
Case II With Batching Plant, Transit Mixer and Concrete Pump cum 8,064.00
H RCC Grade M35
(p) Height upto 5m
Case I Using concrete Mixer cum 8,946.00
Case II With Batching Plant, Transit Mixer and Concrete Pump cum 7,762.00
(q) Height 5m to 10m
Case I Using concrete Mixer cum 9,142.00
Case II With Batching Plant, Transit Mixer and Concrete Pump cum 7,932.00
(r) Height above 10m
Case I Using concrete Mixer cum 9,434.00
Case II With Batching Plant, Transit Mixer and Concrete Pump cum 8,186.00
13.6 Supplying, fitting and placing HYSD bar reinforcement in sub-structure tonne 1,10,319.00
complete as per drawing and technical specifications
13.7 Supplying, fitting and placing Mild steel reinforcement complete in sub- tonne 77,385.00
structure as per drawing and technical specification
13.8 each 148.00
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment,
wing wall/return wall with 100 mm dia AC pipe, extending through the full
width of the structure with slope of 1V :20H towards drawing foce. Complete as
per drawing and Technical specifications
13.9 Back filling behind abutment, wing wall and return wall complete as per
drawing and Technical specification
A Granular material cum 1,539.00
B Sandy material cum 2,035.00
13.10 Providing and laying of Filter media with granular materials/stone crushed cum 2,318.00
aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH
specifications to a thickness of not less than 600 mm with smaller size towards
the soil and bigger size towards the wall and provided over the entire surface
behind abutment, wing wall and return wall to the full height compacted to a
firm condition complete as per drawing and technical specification.
13.11 Supplying, fitting and fixing in position true to line and level cast steel rocker tonne 475.00
bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH capacity
specifications complete including all accessories as per drawing and Technical
Specifications.
13.12 Supplying, fitting and fixing in position true to line and level forged steel roller tonne 288.00
bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH capacity
specifications complete including all accessories as per drawing and Technical
Specifications.
13.13 tonne 238.00
Supplying, fitting and fixing in position true to line and level sliding plate
capacity
bearing with PTFE surface sliding on stainless steel complete including all
accessories as per drawing and Technical Specifications and BS: 5400, section
9.1 & 9.2 (for PTFE) and clause 2004 of MoRTH Specifications.
13.14 Supplying, fitting and fixing in position true to line and level elastomeric cubic 0.99
bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH centimetre
specifications complete including all accessories as per drawing and Technical
Specifications.
13.15 Supplying, fitting and fixing in position true to line and level sliding plate tonne 211.00
bearing with stainless steel plate sliding on stainless steel plate with mild steel capacity
matrix complete including all accessories as per drawing and Technical
Specifications.
 316

Item Code Description Unit Justified Rate

13.16 Supplying, fitting and fixing in position true to line and level POT-PTFE bearing tonne 206.00
consisting of a metal piston supported by a disc or unreinforced elastomer capacity
confined within a metal cylinder, sealing rings, dust seals, PTFE surface
sliding against stainless steel mating surface, completre assembly to be of cast
steel/fabricated structural steel, metal and elastomer elements to be as per
IRC: 83 part-I & II respectively and other parts conforming to BS: 5400,
section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper
drawing and approved technical specifications.

CHAPTER-14
SUPER-STRUCTURE
Item Code Description Unit Justified Rate
14.1 Furnishing and Placing Reinforced/Prestressed cement concrete in super-
structure as per drawing and Technical Specification
A RCC Grade M20
Case I Using Concrete Mixer
(i) For solid slab super-structure, 20-30% of (a+b+c)
(p) Height upto 5m cum 8,960.00
(q) Height 5m to 10m cum 9,333.00
(r) Height above 10m cum 9,707.00
(ii) For T-beam & slab, 25-35% of (a+b+c)
(p) Height upto 5m cum 9,333.00
(q) Height 5m to 10m cum 9,707.00
(r) Height above 10m cum 10,080.00
Case II Using Batching Plant, Transit Mixer and Concrete Pump
(i) For solid slab super-structure, 20-30% of (a+b+c)
(p) Height upto 5m cum 7,584.00
(q) Height 5m to 10m cum 7,900.00
(r) Height above 10m cum 8,216.00
(ii) For T-beam & slab, 25-35% of (a+b+c)
(p) Height upto 5m cum 7,900.00
(q) Height 5m to 10m cum 8,216.00
(r) Height above 10m cum 8,532.00
B RCC Grade M25
Case I Using Concrete Mixer
(i) For solid slab super-structure, 20-30% of (a+b+c)
(p) Height upto 5m cum 9,534.00
(q) Height 5m to 10m cum 9,932.00
(r) Height above 10m cum 10,329.00
(ii) For T-beam & slab, 25-35% of (a+b+c)
(p) Height upto 5m cum 9,932.00
(q) Height 5m to 10m cum 10,329.00
(r) Height above 10m cum 10,726.00
Case II Using Batching Plant, Transit Mixer and Concrete Pump
(i) For solid slab super-structure, 20-30% of (a+b+c)
(p) Height upto 5m cum 8,166.00
(q) Height 5m to 10m cum 8,506.00
(r) Height above 10m cum 8,847.00
(ii) For T-beam & slab, 25-35% of (a+b+c)
(p) Height upto 5m cum 8,506.00
 317

Item Code Description Unit Justified Rate

(q) Height 5m to 10m cum 8,847.00
(r) Height above 10m cum 9,187.00
C RCC Grade M 30
Case I Using Concrete Mixer
(i) For solid slab super-structure, 20-30% of (a+b+c)
(p) Height upto 5m cum 9,682.00
(q) Height 5m to 10m cum 10,085.00
(r) Height above 10m cum 10,488.00
(ii) For T-beam & slab, 25-35% of (a+b+c)
(p) Height upto 5m cum 10,085.00
(q) Height 5m to 10m cum 10,488.00
(r) Height above 10m cum 10,892.00
Case II Using Batching Plant, Transit Mixer and Concrete Pump.
(i) For solid slab super-structure, 20-30% of (a+b+c)
(p) Height upto 5m cum 8,249.00
(q) Height 5m to 10m cum 8,593.00
(r) Height above 10m cum 8,937.00
(ii) For T-beam & slab, 25-35% of (a+b+c)
(p) Height upto 5m cum 8,593.00
(q) Height 5m to 10m cum 8,937.00
(r) Height above 10m cum 9,280.00
D RCC/PSC Grade M35
Case 1 Using concrete mixer.
(i) For solid slab super-structure, 18-28% of (a+b+c)
(p) Height upto 5m cum 9,670.00
(q) Height 5m to 10m cum 10,079.00
(r) Height above 10m cum 10,489.00
(ii) For T-beam & slab, 23-33% of (a+b+c)
(p) Height upto 5m cum 10,079.00
(q) Height 5m to 10m cum 10,489.00
(r) Height above 10m cum 10,899.00
(iii) For box girder and balanced cantilever, 38-58% of cost of concrete.
(p) Height upto 5m cum 11,308.00
(q) Height 5m to 10m cum 12,128.00
(r) Height above 10m cum 12,947.00
Case II Using Batching Plant, Transit Mixer and Concrete Pump
(i) For solid slab super-structure, 18-28% of (a+b+c)
(p) Height upto 5m cum 8,255.00
(q) Height 5m to 10m cum 8,605.00
(r) Height above 10m cum 8,955.00
(ii) For T-beam & slab, 23-33% of (a+b+c)
(p) Height upto 5m cum 8,605.00
(q) Height 5m to 10m cum 8,955.00
(r) Height above 10m cum 9,305.00
(iii) For box girder and balanced cantilever, 38-58% of cost of concrete.
(p) Height upto 5m cum 9,654.00
(q) Height 5m to 10m cum 10,354.00
 318

Item Code Description Unit Justified Rate

(r) Height above 10m cum 11,054.00
E PSC Grade M-40
Case 1 Using concrete mixer.
(i) For solid slab super-structure, 20-30% of (a+b+c)
(p) Height upto 5m cum 10,119.00
(q) Height 5m to 10m cum 10,540.00
(r) Height above 10m cum 10,962.00
(ii) For T-beam & slab, 25-35% of (a+b+c)
(p) Height upto 5m cum 10,540.00
(q) Height 5m to 10m cum 10,962.00
(r) Height above 10m cum 11,384.00
Case II Using Batching Plant, Transit Mixer and Concrete Pump
(i) For solid slab super-structure, 18-28% of (a+b+c)
(p) Height upto 5m cum 8,429.00
(q) Height 5m to 10m cum 8,787.00
(r) Height above 10m cum 9,144.00
(ii) For T-beam & slab, 23-33% of (a+b+c)
(p) Height upto 5m cum 8,787.00
(q) Height 5m to 10m cum 9,144.00
(r) Height above 10m cum 9,501.00
(iii) For box girder and balanced cantilever, 38-58% of cost of concrete.
(p) Height upto 5m cum 9,858.00
(q) Height 5m to 10m cum 10,572.00
(r) Height above 10m cum 11,287.00
F PSC Grade M-45
(i) For solid slab/voided slab super-structure, 16-26% of cost of concrete
(a+b+c)
(p) Height upto 5m cum 8,628.00
(q) Height 5m to 10m cum 9,000.00
(r) Height above 10m cum 9,372.00
(ii) For I-beam & slab including launching of precast girders by launching truss upto
40 m span, 21-31% of cost of concrete.
(p) Height upto 5m cum 9,000.00
(q) Height 5m to 10m cum 9,372.00
(r) Height above 10m cum 9,744.00
(iii) For cast-in-situ box girder, segmental construction and balanced cantilever, 36-
56% of cost of concrete.
(p) Height upto 5m cum 10,115.00
(q) Height 5m to 10m cum 10,859.00
(r) Height above 10m cum 11,603.00
G PSC Grade M-50
(i) For cast-in-situ box girder, segmental construction and balanced cantilever, 35-
55% of cost of concrete
(p) Height upto 5m cum 10,325.00
(q) Height 5m to 10m cum 11,090.00
(r) Height above 10m cum 11,855.00
H PSC Grade M- 55
(i) For cast-in-situ box girder, segmental construction and balanced cantilever, 35-
55% of cost of concrete
(p) Height upto 5m cum 10,770.00
 319

Item Code Description Unit Justified Rate

(q) Height 5m to 10m cum 11,567.00
(r) Height above 10m cum 12,365.00
14.2 tonne 1,13,074.00
a) Supplying, fitting and placing HYSD bar reinforcement in super-structure
complete as per drawing and technical specifications
14.3 tonne 1,39,642.00
High tensile steel wires/strands including all accessories for stressing, stressing
operations and grouting complete as per drawing and Technical Specifications
14.4 cum 15,490.00
Providing and laying Cement concrete wearing coat M-30 grade including
reinforcement complete as per drawing and Technical Specifications
14.5 sqm 468.00
Mastic Asphalt (Providing and laying 12 mm thick mastic asphalt wearing course
on top of deck slab excluding prime coat with paving grade bitumen meeting
the requirements given in table 500-29, prepared by using mastic cooker and
laid to required level and slope after cleaning the surface, including providing
antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5
mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate
spacing of 10 cm center to center in both directions, pressed into surface when
the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4
mm over mastic surface, all complete as per clause 515.)

14.6 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding metre 2,786.00
12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1
in 500, centre to centre spacing between vertical post not to exceed 2000 mm,
leaving adequate space between vertical post for expansion, complete as per
approved drawings and technical specifications.
14.7 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size metre 2,694.00
aggregate, true to line and grade, tolurence of vertical RCC post not to exceed
1 in 500, centre to centre spacing between vertical post not to exceed 2000
mm, leaving adequate space between vertical post for expansion, complete as
per approved drawings and technical specifications.
14.8 Providing, fitting and fixing mild steel railing complete as per drawing and metre 3,823.00
Technical Specification
14.9 each 1,274.00
Drainage Spouts complete as per drawing and Technical specification
14.10 PCC M15 Grade leveling course below approach slab complete as per drawing cum 7,004.00
and Technical specification
14.11 Reinforced cement concrete approach slab including reinforcement and cum 12,654.00
formwork complete as per drawing and Technical specification
14.12 tonne VALUE
Providing anti-corrosive treatment to HYSD reinforcement with Fusion Bonded
Epoxy Coating (FBEC) (To be taken as per the prevailing market rates.)
14.13 Precast - pretensioned Girders (Providing, precasting, transportation and cum 35,934.00
placing in position precast pretensioned concrete girders as per drawing and
technical specifications)
14.14 Providing and fixing Helical pipes in voided concrete slabs metre 370.00
14.15 Crash Barriers (The rate analysis for rigid crash barrier in reinforced cement metre VALUE
concrete, semi-rigid crash barrier with metal beam and flexible crash barrier
with wire ropes have been made and included in chapter-8 on Traffic and
Transportation.)
14.16 metre 117.00
Painting on concrete surface (Providing and applying 2 coats of water based
cement paint to unplastered concrete surface after cleaning the surface of dirt,
dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. )
14.17 Burried Joint (Providing and laying a burried expansion joint, expansion gap metre 1,658.00
being 20 mm, covered with 12 mm thick, 200 mm wide galvanised wieldable
structural steel plate as per IS: 2062, placed symmetrical to centre line of the
joint, resting freely over the top surface of the deck concrete, welding of 8
mm dia. 100 mm long galvanised nails spaced 300 mm c/c along the centre line
of the plate, all as specified in clause 2604.)
14.18 Filler joint
 320

Item Code Description Unit Justified Rate

(i) Providing & fixing 2 mm thick corrugated copper plate in expansion joint metre 4,419.00
complete as per drawing & Technical Specification.
(ii) Providing & fixing 20 mm thick compressible fibre board in expansion joint metre 326.00
complete as per drawing & Technical Specification.
(iii) metre 226.00
Providing and fixing in position 20 mm thick premoulded joint filler in expansion
joint for fixed ends of simply supported spans not exceeding 10 m to cater for a
horizontal movement upto 20 mm, covered with sealant complete as per
drawing and technical specifications.
(iv) Providing and filling joint sealing compound as per drawings and technical metre 54.90
specifications with coarse sand and 6% bitumen by weight
14.19 Asphaltic Plug joint (Providing and laying of asphaltic plug joint to provide for metre 1,434.00
horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint
varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in
traffic direction), covered with a closure plate of 200mm x 6mm of wieldable
structural steel conforming to IS: 2062, asphaltic plug to consist of polymer
modified bitumen binder, carefully selected single size aggregate of 12.5 mm
nominal size and a heat resistant foam caulking/backer rod, all as per
approved drawings and specifications.)
14.20 Elastomeric Slab Steel Expansion Joint (Providing and laying of an elastomeric metre 34,844.00
slab steel expansion joint, catering to right or skew (less than 20 deg.,
moderately curved with maximum horizontal movement upto 50 mm, complete
as per approved drawings and standard specifications to be installed by the
manufacturer/supplier or their authorised representative ensuring compliance
to the manufacturer's instructions for installation and clause 2606 of MoRTH
specifications for road & bridge works.)
14.21 Compression Seal Joint (Providing and laying of compression seal joint metre 5,088.00
consisting of steel armoured nosing at two edges of the joint gap suitably
anchored to the deck concrete and a preformed chloroprene elastomer or closed
cell foam joint sealer compressed and fixed into the joint gap with special
adhesive binder to cater for a horizontal movement upto 40 mm and vertical
movement of 3 mm.)
14.22 Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint metre 12,244.00
catering to maximum horizontal movement upto 70 mm, complete as per
approved drawings and standard specifications to be installed by the
manufacturer/supplier or their authorised representative ensuring compliance
to the manufacturer's instructions for installation.)
14.23 Modular Strip / Box Seal Joint (Providing and laying of a modular strip Box steel metre 40,675.00
expansion joint including anchorage catering to a horizontal movement beyond
70 mm and upto 140mm, complete as per approved drawings and standard
specifications to be installed by the manufacturer/supplier or their authorised
representative ensuring compliance to the manufacturer's instructions for
installation.)
14.24 Modular Strip / Box Seal Joint (Providing and laying of a modular strip box seal metre 42,079.00
expansion joint catering to a horizontal movement beyond 140mm and upto
210mm, complete as per approved drawings and standard specifications to be
installed by the manufacturer/supplier or their authorised representative
ensuring compliance to the manufacturer's instructions for installation.)

CHAPTER-15
RIVER TRAINING AND PROTECTION WORKS
Item Code Description Unit Justified Rate
15.1 Providing and laying boulders apron on river bed for protection against scour
with stone boulders weighing not less than 40 kg each complete as per drawing
and Technical specification.
A Boulder laid dry without wire crates. cum 2,176.00
 321

Item Code Description Unit Justified Rate

15.2 cum 2,414.00
Boulder apron laid in wire crates (Providing and laying of boulder apron laid in
wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in
100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and
joints laid with stone boulders weighing not less than 40 kg each.)
15.3 cum 7,430.00
Cement concrete blocks (size 0.5 x 0.5 x 0.5 m) (Providing and laying of apron
with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with
nominal mix of M-15 grade cement concrete with a minimum cement content of
250 kg/cum as per IRC: 21-2000.)
15.4 Providing and laying Pitching on slopes laid over prepared filter media including
boulder apron laid dry in front of toe of embankment complete as per drawing
and Technical specifications
A Stone/Boulder cum 2,176.00
B Cement Concrete blocks of size 0.3x0.3 x0.3 m cast in cement concrete of cum 7,430.00
Grade M15
15.5 Providing and laying Filter material underneath pitching in slopes complete as cum 2,751.00
per drawing and Technical specification
15.6 sqm 205.00
Geotextile Filter (Laying of a geotextile filter between pitching and embankment
slopes on which pitching is laid to prevent escape of the embankment material
through the voids of the stone pitching/cement concrete blocks as well as to
allow free movement of water without creating any uplift head on the pitching.)
15.7
Toe protection (A toe wall for toe protection can either be in dry rubble masonry
in case of dry rubble pitching or pitching with stones in wire crates or it can be
in PCC M15 nominal mix if cement concrete block have been used for pitching .
Rates for toe wall can be adopted from respective clauses depending upon
approved design. The rate for excavation for foundation, dry rubble masonry
and PCC M15 have been analysed and given in respective chapters.)

15.8 Providing and laying Flooring complete as per drawing and Technical
specifications laid over cement concrete bedding.
A Rubble stone laid in cement mortar 1:3 cum 6,827.00
B Cement Concrete blocks Grade M15 cum 9,785.00
15.9 Dry rubble Flooring cum 3,106.00
15.10 Curtain wall complete as per drawing and Technical specification
A Stone masonry in cement mortar (1:3) cum 6,429.00
B Cement concrete Grade M15 cum 7,284.00
15.11 cum 2,314.00
Flexible Apron :Construction of flexible apron 1 m thick comprising of loose
stone boulders weighing not less than 40 kg beyond curtain wall.
15.12 cum 2,313.00
Gabian Structure for Retaining Earth (Providing and construction of a gabain
structure for retaining earth with segments of wire crates of size 7 m x 3 m x
0.6 m each divided into 1.5 m compartments by cross netting, made from 4
mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength
of 300 Mpa conforming to IS:280 and galvanizing coating conforming to
IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x
100 mm, filled with boulders with least dimension of 200 mm, all loose ends
to be tied with 4 mm galvanised steel wire)

15.13 cum 3,237.00

Gabian Structure for Erosion Control, River Training Works and Protection
works (Providing and constructing gabain structures for erosion control, river
training works and protection works with wire crates of size 2 m x 1 m x 0.3 m
each divided into 1m compartments by cross netting, made from 4 mm
galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of
300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826,
woven into mesh with double twist, mesh size not exceeding 100 mm x 100
mm, filled with boulders with least dimension of 200 mm, all loose ends to be
securely tied with 4 mm galvanised steel wire.)
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Item Code Description Unit Justified Rate

CHAPTER-16
REPAIR AND REHABILITATION
Item Code Description Unit Justified Rate
16.1 sqm 142.00
Removal of existing cement concrete wearing coat including its disposal
complete as per Technical specification without causing any detrimental effect
to any part of the bridge structure and removal of dismantled material with all
lifts and lead upto 1000m (Thickness 75 mm)
16.2 Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic sqm 106.00
concrete laid over 12 mm thick mastic asphalt including disposal with all lift and
lead upto 1000m.
16.3 Guniting concrete surface with cement mortar applied with compressor after sqm 1,059.00
cleaning surface and spraying with epoxy complete as per Technical
specification
16.4 each 312.00
Providing and inserting nipples with approved fixing compound after drilling
holes for grouting as per Technical specifications including subsequent
cutting/removal and sealing of the hole as necessary of nipples after completion
of grouting with Cement/Epoxy
16.5 Sealing of cracks/porous concrete by injection process through nipples/Grouting
complete as per Technical specification.
A Cement Grout kg 364.00
B Cement mortar (1:1) Grouting kg 358.00
16.6 sqm 8,904.00
Patching of damaged concrete surface with polymer concrete and curing
compounds, initiator and promoter, available in present formulations, to be
applied as per instructions of manufacturer and as approved by the Engineer.
16.7 Sealing of crack / porous concrete with Epoxy Grout by injection through kg 924.00
nipples complete as per clause 2803.1.
16.8 sqm 739.00
Applying epoxy mortar over leached, honey combed and spalled concrete
surface and exposed steel reinforcement complete as per Technical specification
16.9 sqm 352.00
Removal of defective concrete, cleaning the surface thoroughly, applying the
shotcrete mixture mechanically with compressed air under pressure,
comprising of cement, sand, coarse aggregates, water and quick setting
compound in the proportion as per clause 2807.1., sand and coarse aggregates
conforming to IS: 383 and table 1 of IS: 9012 respectively, water cement ratio
ranging from 0.35 to 0.50, density of gunite not less than 2000 kg/cum,
strength not less than 25 Mpa and workmanship conforming to clause 2807.6.

16.10 Applying pre-packed cement based polymer mortar of strength 45 Mpa at 28 sqm 469.00
days for replacement of spalled concrete
16.11 Eproxy bonding of new concrete to old concrete sqm 916.00
16.12 Providing external prestressing with high tensile steel wires/strands including tonne 3,66,318.00
drilling for passage of prestessing steel, all accessories for stressing and
stressing operation and grouting complete as per drawing and Technical
specification
16.13 Providing external prestressing with high tensile steel wires/strands including tonne 3,62,403.00
drilling for passage of prestessing steel, all accessories for stressing and
stressing operation and grouting complete as per drawing and Technical
specification
16.14 Providing external prestressing with high tensile steel wires/strands including tonne 3,52,211.00
drilling for passage of prestessing steel, all accessories for stressing and
stressing operation and grouting complete as per drawing and Technical
specification
16.15 Replacement of bearings complete as per Technical specification each 1,26,659.00
16.16 Rectification of bearings as per Technical specifications each 5,824.00
16.17 Replacement of Expansion Joints complete as per drawings metre 3,552.00
16.18 Replacement of damaged concrete railing. metre 514.00
16.19 Replacement of crash barrier. metre 1,001.00
16.20 Replacement of damaged mild steel railing metre 417.00
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Item Code Description Unit Justified Rate

16.21 metre 355.00
Repair of crash barrier (Repair of concrete crash barrier with cement concrete
of M-30 grade by cutting and trimming the damaged portion to a regular shape,
cleaning the area to be repaired thoroughly, applying cement concrete after
erection of proper form work.)
16.22 Repair of RCC Railing (Carrying out repair of RCC M30 railing to bring it to the metre 259.00
original shape.)
16.23 metre 339.00
Repair of steel Railing (Repair of steel railing to bring it to the original shape)
Civil Department
Central Coalfields Limited,
Dharbhanga House, Ranchi
Jharkhand, 834029