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₹ 85,05,868 
Notes
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Costs

Summary

Construction Of Water Supply Scheme Based On Existing Cherra At Icha Cherra Para Labancherra 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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-

-

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... 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

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
All work upto plinth level: 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-

-

-

-

... 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.

-

-

-

... More
All kinds of soil

35.99

161

5805

... 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. 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. 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 –

-

-

-

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a) All work upto plinth level: 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-

-

-

-

... More
a) All work upto plinth level: 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
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. 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

8

333

2671

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

3974.69

103

412970

... More
6 mm cement plaster of mix

-

-

-

... More
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 - 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. A) Class - 3 ( working pressure 6.0 kg / cm2)

-

-

-

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

-

-

-

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

1880.88

103

195423

... More
B] 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 : 4 ( 1 cement : 4 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. 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.

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

31.65

1572

49754

... 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)

31.65

160

5092

... 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.

-

-

-

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

16

1205

19286

... 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

600

87

52560

... 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

90

133

12042

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

30

100

3012

... 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

600

271

162840

... 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

16

298

4779

... More
vi). 110 mm dia

10

356

3564

... More
ii. 140 mm dia

10

466

4668

... 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
iii. 125 mm dia Ductile Iron Class K-7 pipes.

30

2278

68340

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

30

1827

54828

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

30

1861

55833

... More
iv. 150 mm dia Ductile Iron Class K-7 pipe

30

2602

78060

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

-

-

-

... More
ii.100 mm dia

11

93

1031

... More
i. 80 mm dia

11

81

899

... More
iii.125 mm dia

11

98

1080

... More
iv.150 mm dia

11

144

1590

... 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

4

2167

8669

... More
i. 80 mm dia

4

1765

7061

... More
i. 150 mm dia

4

3495

13980

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

4

2080

8323

... More
i. 80 mm dia

4

1482

5929

... More
iii. 125 mm dia

4

3195

12782

... More
iv. 150 mm dia

4

3418

13674

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

4

2376

9506

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

4

2963

11853

... More
vi. 150 x150 x150 mm dia

4

5605

22422

... 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.

4

4319

17279

... More
(ii) 100 mm dia.

4

5561

22244

... More
iii. 125 mm dia.

2

6662

13324

... More
vi.150 mm dia. A. PN-1.6

2

8238

16477

... 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
iv. 125 mm dia

1

13151

13151

... More
v. 150 mm dia

1

15015

15016

... 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

1

7504

7505

... More
iii. 80 mm nominal bore

1

4200

4201

... More
v. 125 mm nominal bore

1

9367

9368

... More
vi. 150 mm nominal bore

1

11207

11208

... 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

110

254

27940

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

200

549

109820

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

300

653

196170

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

300

830

249000

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

200

1021

204380

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

240

1466

351936

... More
x.125 mm dia. nominal bore

200

1648

329600

... More
xi. 150 mm dia. nominal bore

100

1931

193150

... 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

20

131

2620

... More
v. 40 mm dia

20

387

7742

... More
vi. 50 mm dia

10

490

4905

... More
vii. 65 mm dia

10

816

8165

... More
viii. 80 mm dia

10

962

9628

... More
ix. 100 mm dia

10

1227

12270

... 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

800

57

45840

... 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

60

78

4716

... More
v. 40 mm dia

20

133

2672

... More
vi. 50mm dia

20

168

3370

... More
vii. 65 mmdia

5

213

1067

... More
viii. 80mm dia

5

241

1205

... More
ix. 100 mm dia

5

319

1597

... More
x. 125 mm dia

4

404

1620

... More
xi. 150 mm dia

4

506

2024

... 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.

20

382

7654

... 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
i. 50x40 mm dia

4

172

688

... 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
i. 150 mm dia

33

688

22727

... More
ii. 125 mm dia

67

583

39061

... More
iii. 100 mm dia

80

495

39624

... More
iv. 80 mm dia

67

440

29507

... More
v. 65 mm dia

100

385

38560

... More
vi. 50 mm dia

100

332

33230

... 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

5

362

1814

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

6

384

2308

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

7

447

3134

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

10

528

5282

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

2

589

1179

... 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

20

68

1372

... 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
vii. 40 x15 mm dia

5

169

846

... More
x. 50 x15 mm dia

6

227

1363

... More
xiv. 65 x 15 mm dia

10

292

2927

... 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
xxxiii. 125 x 100 mm dia

4

711

2844

... 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

20

119

2388



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