Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date4 Sep 2023
Closing Date20 Sep 2023
Tender Amount₹ 5,26,044 
Notes
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Costs

Description

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BOQ Items

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iii) 140 mm OD

40

27564

689.1

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Providing fixing and laying fabricated UPVC socket/coupler conforming to IS : 10124(part-2) with solvent cement conforming to IS : 14182 in/c testing of joint complete ( but excluding the cost of specials like bend, tees etc which will be paid separately) as per PWD Specification and direction of the Engineer in Charge.

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-

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i) 90mm OD

18

3818

212.1

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ii) 110 mm OD

15

4100

273.3

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iii) 140 mm OD

12

4354

362.8

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Providing fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with cuplers of same class conforming to IS : 10124 ( Pt- II) with solvent cement conforming to IS : 14182 in/c testing of joint complete ( but excluding the cost of specials like bend, tees etc which will be paid separately) as per PWD Specification and direction of the Engineer in Charge. A. Class -3 ( Working pressure 6.0 kg/cm2)

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-

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i) 40 mm OD

80

7184

89.8

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ii) 90mm OD

75

20355

271.4

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iii) 110 mm OD

40

14884

372.1

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iv) 140 mm OD

30

18384

612.8

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Providing fixing and laying fabricated UPVC bend of required degree conforming to IS: 10124 (P-8/9/10/ 11/12/13) with solvent cement conforming to IS:14182 in/c testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer in charge.

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i) 90 mm dia

4

1195

298.7

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ii) 110 mm dia.

2

713

356.4

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iii) 140 mm dia.

2

934

466.8

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Providing fixing and laying fabricated UPVC end cap conforming to IS: 10124 (P-4) with solvent cement conforming to IS:14182 in/c testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer in charge.

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i) 90 mm dia

5

744

148.7

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ii) 110 mm dia.

2

349

174.6

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Reparing of leakage caused for damaged of lead joint at CI pipe/CI specials/ in/c excavation of earth as required upto 1.80 m depth cutting of bituminous red/WBM road (upto 3 or more layers) by 30 cm avaragedepth/soling road in/c dewatering side protection and making good the same with existing materials etc. complete in all respect as per direction of the Engineer in charge.

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i) 100 mm dia

6

1556

259.4

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ii) 150 mm dia.

9

2624

291.5

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Providing fixing and laying fabricated UPVC equal tee conforming to IS: 10124 (P-5) with solvent cement conforming to IS:14182 in/c testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer in charge.

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i) 90x90 mm dia

2

704

352.2

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ii) 110x110 mm dia.

1

580

580.4

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iii) 140x140 mm dia.

1

818

818

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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.

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-

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i) 100x100 mm dia.

2

2450

1225.1

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ii) 150x150 mm dia.

2

2526

1262.9

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Providing fixing and laying fabricated UPVC straight reducer conforming to IS: 10124 (P-3) with solvent cement conforming to IS:14182 in/c testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer in charge.

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i) 110x90 mm dia

3

963

321.1

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ii) 140x110 mm dia.

2

854

426.8

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Providing fixing and laying fabricated UPVC tail piece with MS flange(8mm thick) conforming to IS: 10124 (P-6) with solvent cement conforming to IS:14182 in/c testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer in charge.

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i) 90 mm dia

8

3047

380.9

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ii) 110 mm dia.

3

1545

515.1

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iii) 140 mm dia.

4

2790

697.6

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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.

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i. 15 mm dia PVC /plastic bib cock

90

10746

119.4

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Proving & fixing GI full way valve as per chpater 20 of CPWD specification & direction of the Engineer in charge.

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-

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i) 40 mm dia

3

1411

470.4

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Providing & fixing bruss ferrule with CI cover conforming t0 IS:2692 in/c boaring and taping the main as per chapter 20 of CPWD specification and direction of Engineer in charge.

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-

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i) 10 mm nominal bore

110

39424

358.4

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ii) 15 mm nominal bore

1

383

382.7

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Providing & fixing of GI socket as CPWD specification & direction of Engineer in charge.

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-

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i) 15 mm dia

80

6288

78.6

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ii) 20 mm dia

3

249

83

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iii) 40 mm dia

5

668

133.6

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Providing & fixing of GI union joints as per CPWD specification and direction of Engineer in charge

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-

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i) 15mm dia

80

10480

131

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ii) 20 mm dia.

3

446

148.5

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iii) 40 mm dia

5

1936

387.1

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Providing & fixing GI Nipple of medium class as per chapter 20 of CPWD specification and direction of Engineer in charge.

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-

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i) 15mm dia 75mm long

8

513

64.1

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ii) 15mm dia 150 mm long

70

4802

68.6

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Providing & fixing GI reducer in the pipeline including testing of joints complete as CPWD specification & direction of incharge.

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i)20X15 mm

3

356

118.6

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ii) 40x15 mm dia

3

508

169.2

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iii) 100x80 mm dia

2

1149

574.6

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iv) 150x80 mm dia

3

2480

826.6

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v) 150x100 mm dia

3

2484

828.1

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Providing & fixing GI bend/elbow in the pipeline including testing of joints complete as CPWD specification & direction of incharge.

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-

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i)15 mm dia

80

8384

104.8

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ii)20 mm dia.

3

389

129.6

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iii) 100 mm dia

2

4296

2147.8

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iv) 150 mm dia

2

4950

2474.9

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Making road crossing by horizantal boaring for smoothly lating of UPVC/CI/DI/GI pipe etc of requiered dia complete as per specification &direction of the Engineer in charge.

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-

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B) By manual means

27

16721

619.3

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Providing & fitting, fixing CI sluice Valve (with cap) complete with nuts, bolts, rubber insertion etc. (the tail piece if required will be paid separetely)

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-

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i) 80 mm dia. (A) PN - 1.6

2

8639

4319.7

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ii) 100 mm dia. (A) PN - 1.6

3

16683

5561.1

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iii) 150mm dia. (A) PN - 1.6

4

32954

8238.6

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Providing & fitting fixing spindles for sluice valve of approved quality as per direction of the Engineer in charge.

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-

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i) 100 mm dia

5

2499

499.8

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ii) 150 mm dia.

5

2616

523.26

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Providing lead chaulked joints to spun iron or CI pipes and specials in/c testing of joints but ex/c the cost of pig lead as pe chapter 20 of CPWD specification and the direction of the Engineer in charge.

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i) 80 mm dia

2

578

288.9

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ii) 100 mmdia

5

1444

288.8

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iii) 150 mm dia

6

2544

424

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Excavation trenches of required width for pipes etc. including excavation of sockets, dressing of sides, ramming of bottom, depth up to 1.5 m including getting out the excavated soil as required in layer not exceeding 20 cm in depth in consolidating each deposited layer by ramming, watering etc. & dressing of surplus excavated soil as directed within a lead of 50 m. (a) ordinary soil C) For UPVC pipes in old work a) In all kinds of soil

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i) for pipes not exceeding 90 mm OD

350

35245

100.7

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ii) for pipe exceeding 90 mm OD but not exceeding 300 mm OD

70

8568

122.4

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Providing & laying of Flexible pvc Pipe( conforming to IS : 7634) complete as per specificatio & direction of the Engineer In Charge ( cost of earth work & fittings will be paid separately)

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a) 15 mm dia

180

10314

57.3

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b) 20 mm dia

50

3295

65.9

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Providing and fixing G.I. pipes medim 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.

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i. 15 mm dia. nominal bore

10

2540

254

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ii. 40 mm dia. nominal bore

5

2746

549.1

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Labour for removal of deposited iron etc from the existing CI/DI pipe line by chain lead pully system attached with required dia cutter etc in/c necessary earth excavation of Engineer in charge. (pin poit for cutting of CI/DI pipe line will be as per direction of the Engineer in charge.

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-

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b) 200 mm dia to 80 mm dia

425

3498

8.23

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Disconnection of the Existing ferrule, GI socket, union joints, bend etc from main pipe line and plugging the existing ferrule hole with GI plug in/c necessary cutting earth and refilling the same etc complete as per direction of the Engineer in charge.

18

1881

104.5

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Labour for removal of deposited iron forign materials etc from existing PVC pipe line by cgain lead pully system attached with required dia of cutter etc in/c necessary earth excavation dismantiling cutting relaying and jointing of pipes by making PVC coupler and solvent cement and refilling of earth etc complete as per direction of the Engineer in charge. (pin point for cutting of PVC pipe line will be as per direction of the Engineer in charge and as per actual site condition and necessary pipe for making coupler and solvent cement will be issued by the department at free of cost.

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a) 140 mm dia to 90 mm dia.

1600

8224

5.14

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Earthwork in excavation in all kinds of soil 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, stacking the suitable soil properly for using the same in the building below floor and disposal of surplus excavated soil as directed, within a lead of 50 m as directed as per clauses of Chapter - 2 of CPWD specification.

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-

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a) By manual means

16

3706

231.6

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Supplying fitting fixing of following spare parts of approved quality suitable etc. as per direction of the Engineer-in-Charge.

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-

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a) Full theraded nuts and bolt,10 mm dia, 50 mm long

12

660

55

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Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.

600

5640

9.4

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

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-

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i) 25 HP/18.5 kw Relay range within 13-21 + 10%

1

17527

17526.7

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

1

27556

27556.4

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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.

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-

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(ii) 63 amps

1

6124

6123.6

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(iii) 100 amps

1

10275

10274.8

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Charges for making hole by drilling and making thread by thread bit in the CI / DI pipe as per specification & direction of the Engineer-in-charge.

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-

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ii) 10 mm dia nominal bore

6

1544

257.3



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