Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date13 Dec 2024
Closing Date2 Jan 2025
Tender Amount₹ 94,57,123 
Notes
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Costs

Summary

Construction Of Water Supply Scheme Based On Existing Spring Water At Bir Bahadur Para Of Kanchancherra Vc Within The Jurisdiction Of Manu R.d Block Under Dws Sub-division, Manu

Description

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BOQ Items

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DO_NOT_SHOW

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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.

-

-

-

... More
All kinds of soil

63.75

179

11469

... More
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.

7.8

1177

9183

... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering

-

-

-

... More
1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size)

7.8

10570

82451

... More
First class brick work in foundation and plinth including cost of all materials as required complete:-

-

-

-

... More
i) In cement mortar 1:4 ( 1 cement : 4 fine sand ).

2.1

9845

20675

... More
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- All work upto plinth level

-

-

-

... More
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)

14.42

14075

202942

... More
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-

-

-

-

... More
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)

1.71

15780

26985

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

-

-

-

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

2147.32

103

223107

... More
Centering shuttering including struttings, propping etc. and removal of form work for:

-

-

-

... More
Foundations, footings, bases for columns etc. for mass concrete with timber plank

151.46

333

50572

... More
Centering shuttering including struttings, propping etc. and removal of form work for:

-

-

-

... More
i) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply

37.5

499

18728

... More
ii)Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply

20.64

625

12910

... More
6 mm cement plaster of mix

-

-

-

... More
Cement mortar 1:4 (1 cement : 4 fine sand)

219.56

176

38686

... More
Neat cement punning.complete.

219.56

56

12471

... More
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. All kinds of soil

35.99

161

5805

... More
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.

-

-

-

... More
All kinds of soil

82.88

179

14910

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

-

-

-

... More
All kinds of soil

23.97

231

5551

... More
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.

1.74

1177

2054

... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level:

-

-

-

... More
1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size)

1.55

9295

14390

... More
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- -All work upto plinth level:

-

-

-

... More
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)

3.5

14075

49307

... More
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement.

-

-

-

... More
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)

6.03

15502

93401

... More
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement.

-

-

-

... More
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)

2.7

15780

42656

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

-

-

-

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

1048.09

103

108897

... More
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.

-

-

-

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

297.33

103

30893

... More
First class brick work in foundation and plinth including cost of all materials as required complete:-

-

-

-

... More
In cement mortar 1:4 ( 1 cement : 4 fine sand ).

0.09

9845

925

... More
Centering shuttering including struttings, propping etc. and removal of form work for:

-

-

-

... More
Foundations, footings, bases for columns etc. for mass concrete with steel formwork

26.44

333

8828

... More
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply

55.25

496

27408

... More
Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply

10.03

391

3923

... More
Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply

12.56

577

7248

... More
stairs (excluding landings) except spiral-staircases with wooden plank

3.34

590

1970

... More
6 mm cement plaster in single layer finished with a floating coat of neat cement, curing and a thick coat of lime wash on top when dry on wall bearings for RCC slabs and beams complete. Cement mortar 1:3 (1 cement : 3 fine sand)

88.04

176

15513

... More
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]: Two or more coats on new work

38.46

106

4111

... More
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and liftupto 1.5 m.

-

-

-

... More
All kinds of soil

15.98

161

2578

... More
Providing and laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge.100 mm dia Ductile Iron Class K-7 pipes.100 mm dia Ductile Iron Class K-7 pipes.

16.5

1861

30708

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

-

-

-

... More
a) All kinds of soil

53.45

231

12380

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

-

-

-

... More
a) All kinds of soil

35.64

161

5748

... More
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.

4.3

1177

5067

... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering – a) All work upto plinth level:

-

-

-

... More
i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)

0.45

11355

5110

... More
ii) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt aggregate 40 mm nominal size)

3.65

9295

33966

... More
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification

358.67

77

27869

... More
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- a) All work upto plinth level:

-

-

-

... More
i) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)

5.1

14075

71786

... More
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement

-

-

-

... More
i) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)

21.88

15502

339111

... More
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-

-

-

-

... More
i) 5.3.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)

0.38

15780

5918

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

-

-

-

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

1249.68

103

129842

... More
Centering shuttering including struttings, propping etc. and removal of form work for Foundations, footings, bases for columns etc. for mass concrete with timber plank

7.99

333

2668

... More
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply

148.16

496

73500

... More
Suspended floors, roofs, landings, balconies and access platform with M.S. plates and props.

3

710

2132

... More
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.

-

-

-

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

3974.69

103

412970

... More
12.6.1) 6 mm cement plaster of mix i) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )

179.66

176

31656

... More
Neat cement punning.

100

56

5680

... More
First class brick work in foundation and plinth including cost of all materials as required complete

-

-

-

... More
i) In cement mortar 1:4 ( 1 cement : 4 fine sand ).

1.02

9845

10042

... More
Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. complete as required

-

-

-

... More
ii) In grating, frames, guard bar, railing, brackets, gates and similar works, all complete

161.84

142

23030

... More
Providing and fixing hand rail using structural steel etc. of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete as required:-

-

-

-

... More
i) G.I.pipes.

90.87

173

15721

... More
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.

12.3

894

11000

... More
Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : New work ( two or more coats applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

100

160

16090

... More
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]: Two or more coats on new work

100

106

10690

... More
Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm (slope-1 in 200)including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in -charge. B) For G.I. / C.I. / D.I. pipes in new work a) In all kinds of soil

-

-

-

... More
i) For pipes exceeding 90 mm dia but not exceeding 300 mm dia

12

133

1606

... More
Providing and fixing G.I. Full way valve as per CPWD specification and direction of the Engineer - in - charge.

-

-

-

... More
i) 100mm dia

6

743

4463

... More
i) 50mm dia

2

524

1048

... More
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 ) as per CPWD specification and direction of the Engineer - in - charge.

-

-

-

... More
i) 100mm dia a) PN-1.6

4

5561

22244

... More
Providing and fixing G.I. pipes of medium class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge. A) External work.

-

-

-

... More
i) 100 mm dia. nominal bore ( padel pipe )

12

1466

17597

... More
ii) 50 mm dia. nominal bore ( internal connection )

12

653

7847

... More
Providing and fixing G.I. equal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.

-

-

-

... More
i) 100 x 100 x 100 mm dia

2

1225

2450

... More
Providing structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required.

50

109

5480

... More
Providing, fixing and laying ASTM-D 1785 PVC pipe SCH-80 in the filter bed includin testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.

-

-

-

... More
i) 100 mm dia

90

1431

128867

... More
Labour charge for making 10 mm dia perforation in 90/110/140 mm dia UPC/ASTM pipes in staggeed manner @ 20 nos nos/ meter as per direction of Engineer-in-charge.

112

78

8805

... More
Providing and fixing of UPVC end cap / well cap suitable for UPVC 'CM' casing or 'CS' casing or 'RS' pipes as per specification and direction of the Engineer - in - charge.

-

-

-

... More
i) 100 mm dia

10

560

5604

... More
Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge

-

-

-

... More
i) 110 x 110 mm dia

10

580

5804

... More
Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS : 10124 ( Pt-II ) with solvent cement conforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge.

-

-

-

... More
A) Class - 3 ( working pressure 6.0 kg / cm2) i) 110 mm OD

12

372

4465

... More
Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge

-

-

-

... More
i) 110 mm dia

2

174

349

... More
Providing and fixing G.I. Unequal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.

-

-

-

... More
i) 100 x 100 x 40 mm dia

1

1130

1131

... More
5.2.Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.

-

-

-

... More
i) 50 mm dia

1

494

495

... More
Providing and placing rapid gravity filter sand having effective size of 0.50 mm to 1.00 mm & uniformity coefficient of not more than 1.70 and or less than 1.30 obtained from Barakar river West Bengal as per specification and the direction of the Engineer - in - charge.

10

27122

271227

... More
Providing and placing filter gravel having effective size of 3.00 mm to 25 mm & uniformity co-efficient of not more than 1.70 and or less than 1.30 obtained from Barakar river, West Bengal as per specification and the direction of the Engineer - in-charge.

6.5

28038

182249

... More
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.

-

-

-

... More
All kinds of soil

51.66

179

9294

... More
Earth work in excavation in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. -All kinds of soil

-

-

-

... More
2.13.1) By manual means

83.11

231

19249

... More
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.

5.54

1177

6523

... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level:

-

-

-

... More
4.1.14) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size)

5.63

9295

52344

... More
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- -All work upto plinth level:

-

-

-

... More
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)

12.54

14075

176494

... More
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-

-

-

-

... More
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)

8.28

15502

128358

... More
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring,shuttering, finishing and reinforcement-

-

-

-

... More
5.3.2.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)

11.15

15780

175910

... More
Centering shuttering including struttings, propping etc. and removal of form work for:

-

-

-

... More
Foundations, footings, bases for columns etc. for mass concrete with timber plank

9.29

333

3103

... More
Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply

38.47

729

28060

... More
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply

85.27

496

42301

... More
Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply

42.73

499

21339

... More
A) Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding all complete upto plinth level.all complete upto plinth level.

-

-

-

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

1880.88

103

195423

... More
B) Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more

2913.93

103

302757

... More
First class brick work in foundation and plinth including cost of all materials as required complete:-

-

-

-

... More
6.1.3) In cement mortar 1:4 ( 1 cement : 4 fine sand ).

0.25

9845

2491

... More
12 mm cement plaster of mix

-

-

-

... More
In cement mortar 1 : 3 ( 1 cement : 3 fine sand )

31.65

224

7096

... More
6 mm cement plaster of mix

-

-

-

... More
In cement mortar 1 : 3 ( 1 cement : 3 fine sand )

218.98

185

40664

... More
Neat cement punning

78.03

56

4432

... More
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]: Two or more coats on new work

63.78

106

6818

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

-

-

-

... More
All kinds of soil

27.7

161

4469

... More
Providing and laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge.

-

-

-

... More
100 mm dia Ductile Iron Class K-7 pipes.

12

1861

22333

... More
Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.

-

-

-

... More
ii). 100 mm dia

5

93

469

... More
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 ) as per CPWD specification and direction of the Engineer - in - charge.

-

-

-

... More
100 mm dia. PN - 1.6

2

5561

11122

... More
Providing & installation and commissioning of 5000 GPH capacity 220 mtr head water lubricated submerssible pump with 3Ph, 415 V AC 30.00 HP motor with star delta connection upto the depth of 10 ft by 50 mm dia GI column pipe (conforming to IS:1239 medium class) with tailpiece welded with 10 mm thick GI flange in/c providing fitting fixing by necessary rubber washer, nuts & bolts, MS safety clamp etc. as per required size and making necessary electrical connection with main switch/starter with motor in/c commissioning & trial run as per direction of the Engineer-in-charge (Excluding the cost of Electrical Flat for submerssible pump)

1

110448

110448

... More
Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamair wood / plywood pannel board for fitting fixing of electrical items, in/c 2 nos MS angle post ( size 2 inch x 2 inch x 9 feet ), nuts & bolts etc. for irrection of the same by 1:1.5:3 cement concrete casting ( 1 feet x 1 feet x 2 feet) below the ground level and painting two or more coats & plastic paint as per specification and direction of the Engineer-in-charge

1

9372

9372

... More
Providing and fitting fixing with PVC insulated single core multistrand Copper cable conforming to IS : 694 for inter connection with all electrical equipments of the pannel board as per specification and direction of the Engineer-in-charge.

-

-

-

... More
vii. 10 sqmm

100

269

26960

... More
Providing and fitting fixing of moving iron type, Range 0-500 V, 96 mm x 96 mm size AC Volt meter ( L & T / AE make) with selector switch as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge

1

1135

1135

... More
Providing and fitting fixing of moving iron type, Range 0-100/0200 amps, 96 mm x 96 mm size AC Amps meter direct reading type ( L & T / AE make) with selector switch and CT coil as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge

1

1964

1965

... More
Providing and fitting fixing of Fully Automatic Star Delta type Motor starter ( 3 ph. 50 Hz, 415V, in Steel Sheet Enclosures with Contractors and Timer etc. complete suitable for submersible Pump L & T, BCH, ABB make as per specification and direction of the Engineer-in-charge.

-

-

-

... More
ii. 35 HP/26 kw Relay range within 20-32 + 10%

2

27556

55113

... More
Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), 415/500 Volt, L & T / Havells / BCH make etc. complete as per specification and direction of the Engineer-in-charge

-

-

-

... More
iii. 100 amps

2

10274

20550

... More
Providing earthing with perforated 40 mm dia G.I. pipe (Medium class) ( 12 mm dia perforation ) , laying of 4 mm dia GI wire from earth electrode to panel, including excavating hole of 600 mm dia and refilling with Salt and Charcoal / coke in alternate layers of 300 mm , as per standard specification and direction of the Engineer-in-charge.

-

-

-

... More
ii. for 3-phase connection with 4.00 mtr. Long G.I. pipe

1

23655

23656

... More
Providing and installation of necessary arrangements of disinfection of clear water by chlorination through metering pump in/c all necessary equipment complete as per specifications and direction of the Engineer-in-charge (1 no. Metering pump with motor 0.30 to 30 lph capacity of Swellore/ Milton Ray/ TosconJesco make, 1 no. 50 ltr. capacity SS solution tank of 5mm shell thickness with 6mm bottom plate, 1 no. DOL Motor Starter of L&T/ BCH make 3phase, 50Hz, 415 volt, 10 mtr. PP-R pipe PN-16, 50 mm dia NB, 4kg of Sodium Hypochlorite solution etc. complete will be supplied by the agency at his own cost & risk).

1

66786

66786

... More
Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:-

-

-

-

... More
In cement mortar 1:3 ( 1 cement : 3 fine sand ).

31.65

1572

49754

... More
Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade. [Payment shall be made after submission of Test Certificate issued by the Manufacturer]

31.65

94

3004

... More
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, & with cleats with bolts & nuts, rivets, locking arrangement, handles, hooks & eyes, pinlets including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required:- Using M.S. angels 40x40x6 mm for diagonal braces Door & Windows 1x1x1.20x2.10 = 2.52 1x2x0.90x1.20 = 2.16

4.68

4711

22051

... More
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 and 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. 11.1.2) 0.63mm thick with zinc coating not less than 275gm/m2

16

1205

19286

... More
Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : 12.30.1) New work ( two or more coats applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm

264.02

160

42481

... More
Providing and fixing G.I. pipes of medium class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge. A) External work.

-

-

-

... More
ix) 100 mm dia. Nominal bore

12

1466

17597

... More
Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.

-

-

-

... More
ix) 100 mm dia.

1

2147

2148

... More
Providing & fitting fixing of MS flange ( 8 mm wall thickness ) by welding with G.I. / MS pipe and placing position as per specification and the direction of the Engineer-in-charge.

-

-

-

... More
i). 100 mm dia

2

420

841

... More
8.46 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. 8.46.2) Fixed to openings /wooden frames with rawl plugs screws etc.

30

169

5091

... More
Providing and laying cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded well burnt brick aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips etc. all complete as per direction of Engineer-in-charge.

-

-

-

... More
40 mm thick with 20 mm well burnt brick aggregate

9

597

5377

... More
Providing and laying cement plaster skirting upto 300 mm height with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) finished with a floating coat of neat cement including rounding of junctions etc. complete

-

-

-

... More
10.13.1) 18 mm thick

5.22

453

2368

... More
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 9.12.1) Hot finished welded type tubes

174.27

146

25478

... More
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification

476

77

36985

... More
Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 fine sand) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 190 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) 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 :

-

-

-

... More
A). With Second Class bricks

1

20432

20433

... More
Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm (slope-1 in 200)including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in - charge.

-

-

-

... More
A. For UPVC pipes in new work a). In all kinds of soil i. For pipes not exceeding 90 mm dia

540

87

47304

... More
i.For pipes exceeding 90 mm dia but not exceeding 300 mm dia

600

106

63840

... More
B.For G.I. /C.l./ D.I. pipes in new work . In all kinds of soil ii. For pipes exceeding 90 mm dia but not exceeding 300 mm dia

40

133

5352

... More
i. For pipes not exceeding 90 mm dia

20

100

2008

... More
Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS :10124 ( Pt-II ) with solvent cement conforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge. A) Class - 3 ( working pressure 6.0 kg / cm2)

-

-

-

... More
ii). 90 mm OD

540

271

146556

... More
iii). 110 mm OD

300

372

111630

... More
iv). 140 mm OD

300

612

183840

... More
Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11 / 12 / 13 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge

-

-

-

... More
v). 90 mm OD

6

298

1792

... More
vi). 110 mm dia

4

356

1426

... More
ii. 140 mm dia

4

466

1867

... More
Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.

-

-

-

... More
v) 90 mm dia

10

148

1487

... More
vi. 110 mm dia

4

174

698

... More
vii. 140 mm dia

4

250

1002

... More
Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge

-

-

-

... More
v) 90 x 90 mm dia

8

352

2818

... More
vi. 110 x 110 mm dia

4

580

2322

... More
vii. 140 x 140 mm dia

4

818

3272

... More
Providing and laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS :8329 as per CPWD specification and direction of the Engineer - in - charge.

-

-

-

... More
i 80 mm dia Ductile Iron Class K-7 pipes.

20

1827

36552

... More
ii. 100 mm dia Ductile Iron Class K-7 pipes.

20

1861

37222

... More
Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per CPWD specification and direction of the Engineer - in - charge.

-

-

-

... More
ii.100 mm dia

7

93

656

... More
i. 80 mm dia

7

81

572

... More
Providing and fixing DI specials as per CPWD specification and direction ofthe Engineer -in-charge.

-

-

-

... More
A. D.I. all socketted Bend 90 degree i. 100 mm dia

2

2167

4335

... More
i. 80 mm dia

2

1765

3530

... More
B.D.I. all socketted Bend 45 degree ii.100 mm dia

2

2080

4161

... More
i. 80 mm dia

2

1482

2964

... More
F.D.I. al socketted tee i. 80x80x80 mm dia

2

2376

4753

... More
ii. 100x100x80 mm dia

2

2784

5568

... More
iii. 100 x 100 x 100 mm dia

2

2963

5927

... More
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 ) as per CPWD specification and direction of the Engineer - in – charge A. PN-1.6

-

-

-

... More
(i) 80 mm dia.

2

4319

8639

... More
(ii) 100 mm dia.

2

5561

11122

... More
Providing and fixing C.I double action air valve of approved quality with nuts, bolts, rubber insertion complete etc. as per chapter 20 of CPWD specification and direction of engineer in charge(the tailpiece, tapper etc. if required will be paid separately.

-

-

-

... More
iii) 100 mm dia.

1

10317

10317

... More
i. 80 mm dia

1

7853

7854

... More
Providing and fixing C.I non-return valve of approved quality as per chapter 20 of CPWD Specification and direction of the Engineer-in-charge.

-

-

-

... More
iv) 100 mm nominal bore

2

7504

15010

... More
iii. 80 mm nominal bore

2

4200

8402

... More
Providing and fixing G.I pipe medium class as per IS:1239 with latest amendment complete with G.I fittings including trenching and refilling cutting and making good the walls etc. complete as per chapter 20 of CPWD specification and direction of the Engineer-in-charge. A. External works

-

-

-

... More
i. 15mm dia. nominal bore

360

254

91440

... More
v. 40 mm dia. nominal bore

400

549

219640

... More
vi. 50mm dia. nominal bore

400

653

261560

... More
vii. 65 mm dia. nominal bore

400

830

332000

... More
viii. 80 mm dia. nominal bore

400

1021

408760

... More
ix. 100 mm dia. nominal bore

250

1466

366600

... More
Providing and fixing G.I union as per chapter 20 of CPWD specification and direction of the engineer-in-charge.

-

-

-

... More
i) 15 mm Nominal bore

12

131

1572

... More
v. 40 mm dia

4

387

1548

... More
vi. 50 mm dia

4

490

1962

... More
vii. 65 mm dia

4

816

3266

... More
viii. 80 mm dia

4

962

3851

... More
ix. 100 mm dia

4

1227

4908

... More
Providing and laying of flexible PVC pipe (conforming to IS:7634) complete including earth work as per specification and direction of the Engineer - in - charge (cost of fittings will be paid separately).

-

-

-

... More
i. 15 mm dia

360

57

20628

... More
Providing and fixing G.I socket as per chapter 20 of CPWD specification and direction of the engineer-in-charge.

-

-

-

... More
i) 15 mm Nominal bore

44

78

3458

... More
v. 40 mm dia

4

133

534

... More
vi. 50mm dia

4

168

674

... More
vii. 65 mmdia

4

213

853

... More
viii. 80mm dia

4

241

964

... More
ix. 100 mm dia

4

319

1277

... More
Providing and fixing of brass ferrule with C.I cover conforming t o IS 2692 in/c boring and tapping the main as per chapter 20 of CPWD specification and direction of the engineer-in-charge.

-

-

-

... More
a) 15 mm nominal bore.

22

382

8419

... More
Providing, fixing and laying fabricated UPVC straight reducer conforming to IS : 10124 ( Part 3 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.

-

-

-

... More
v. 110x90 mm dia

4

321

1284

... More
vi. 140 x 110 mm dia

4

426

1707

... More
vi. 140x90 mm dia

4

395

1583

... More
Providing & fitting fixing of G.I. flange ( 10 mm wall thickness ) by welding with G.I. / MS pipe and placing position as per specification and the direction of the Engineer-in-charge.

-

-

-

... More
iii. 100 mm dia

83

495

41110

... More
iv. 80 mm dia

133

440

58573

... More
v. 65 mm dia

133

385

51285

... More
vi. 50 mm dia

133

332

44196

... More
Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge.

-

-

-

... More
i. 40 mm dia with 15 mm dia opening

4

362

1451

... More
i. 50 mm dia with 15 mm dia opening

10

384

3847

... More
v. 90 mm dia with 15 mm dia opening

4

447

1791

... More
vi. 110mm dia with 15 mm dia opening

4

528

2113

... More
xi. 140 mm dia with 15 mm dia opening

4

589

2359

... More
Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - charge.

-

-

-

... More
i. 15 mm dia 150 mm long

22

68

1509

... More
Providing and fixing G.I. Reducer with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.

-

-

-

... More
xiv. 65 x 15 mm dia

4

292

1171

... More
xix. 80 x 15 mm dia

10

397

3972

... More
xxiv. 80x65 mm dia

4

404

1618

... More
xxviii. 100 x 80 mm dia

4

574

2298

... More
Providing and fitting fixing PVC /plastic bib cock conforming to IS : 9763 in hydrant points at different location as per specification & direction of the Engineer-in-charge.

-

-

-

... More
i. 15 mm dia PVC /plastic bib cock

22

119

2627



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