Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Pipe Line Project
Eprocure
Opening Date15 Jun 2024
Closing Date3 Jul 2024
Tender Amount₹ 8,32,211 
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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Charges for 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.

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-

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B. PN - 1.6 i. 80 mm dia.

4

3323

830.7

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ii. 100 mm dia.

4

4750

1187.5

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iii. 125 mm dia.

6

7900

1316.7

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iv. 150 mm dia.

6

9583

1597.2

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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. PN:- 1.6 for All S/V

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(iii) 80 mm dia.

2

8639

4319.7

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(iv) 100 mm dia.

3

16683

5561.1

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(v) 125 mm dia.

3

19986

6662.1

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(vi) 150 mm dia.

3

24716

8238.6

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Providing, fixing and laying flanged fabricated UPVC tailpiece with MS flange ( 8 mm thick ) conforming to IS : 10124 ( Part 6 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.

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-

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(v) 90 mm dia.

4

1524

380.9

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(vi) 110 mm dia.

4

2060

515.1

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(vii) 140 mm dia.

6

4186

697.6

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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.

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(v) 80 mm dia.

4

1762

440.4

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(vi) 100 mm dia.

4

1981

495.3

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(vii) 125 mm dia.

8

4664

583

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(vii) 140 mm dia.

8

5510

688.7

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

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-

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iv. 100 mm nominal bore

3

22515

7504.9

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iii. 80 mm nominal bore

1

4201

4200.9

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Clearing of deposit iron inside of laying PVC (90/110/140mm dia ) in/c excavation trenching for 100mtr .Layed pipe line required width and depth after 20mtr distance 3mtr longs in every 100mtr. Clearing through UPVC coil pipe & Laying the some the necessary coupler & solvent cement.etc(Solvent coupler will be issued by the Deptt. at free of Cost)

5000

25750

5.15

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Clearing of deposit iron inside of laid of CI pipeline dia (80/100/125/150mm ) and dismantling old ci pipe in/c trenching for 100mtr. Layed pipe line of required width and depth cutting earth 25mtr distance and 12mtr long s in each 336mtr trenching cutting for every 100mtr pipe iron through PVC coil pipe after clraring , washing laying the same with rubber gasket pipe layed joint as per direction of the Engineer in charge ( Piglead will be isuded by the dept at free of cost but ribberr gusket & other T&P arrange by the Agency

1000

16900

16.9

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Providing and fitting fixing of GI tyton joints coller with rubber gasket fitted with MS flat & M.S squite bars at both ends in/c nuts & bolts washer & painting with anticorrosible black bitamestic paint etc Complete. 150mm dia

4

8161

2040.37

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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 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.

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90 mm dia

20

4242

212.1

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110 mm dia

20

5466

273.3

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140 mm dia

20

7256

362.8

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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 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. A. For UPVC pipes in new work (a. In all kinds of soil)

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i. For pipes not exceeding 90 mm dia

820

71832

87.6

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ii.For pipes exceeding 90 mm dia but not exceeding 300 mm dia

200

21280

106.4

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B. For G.I. / C.I. / D.I. pipes in new work ii.For pipes exceeding 90 mm dia but not exceeding 300 mm dia

150

20070

133.8

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Dismantling old C.I. / D.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site lead upto 50 meter as per CPWD specification and direction of the Engineer - in - charge.

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-

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(ii) 100 mm OD

50

22790

455.8

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(iv) 150 mm OD

100

46980

469.8

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Charges for dismantling PVC / HDPE pipe after necessary excavation of earth including washing and stacking of pipes properly at site with all leads and lifts and backfilling of soil as required in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. complete as per specification & direction of the Engineer-incharge.

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(i) 90 mm OD

120

27804

231.7

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(ii) 110 mm OD

120

30588

254.9

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(iii) 140 mm OD

100

27810

278.1

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Charges for fixing and laying rigid UPVC pipes jointing with couplers, solvent cement including testing of joints complete ( excluding the cost of pipes, couplers, solvent ement which are to be issued from the department free of cost and 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)

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v. 90 mm dia

100

2660

26.6

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vi.110 mm dia

100

3230

32.3

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vii.140 mm dia

100

4130

41.3

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

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-

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100 mm dia

50

6500

130

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150 mm dia

100

18770

187.7

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Providing and laying D.I. specials of class K - 12 suitable for push - on jointing as per IS : 9523 as per CPWD specification and direction of the Engineer - in - charge. (i) Up to 300 mm dia

0.1

23857

238571.3

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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.

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-

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v. 90 mm dia

6

892

148.7

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vi.110 mm dia

5

873

174.6

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vii.140 mm dia

4

1002

250.4

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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.

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-

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(i) 90mm dia

2

597

298.7

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(ii) 110mm dia

2

713

356.4

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(iii) 140mm dia

2

934

466.8

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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.

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(i) 90 x 90 mm dia

2

704

352.2

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(ii) 110 x 110 mm dia

2

1161

580.4

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(iii) 140 x 140 mm dia

2

1636

818

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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.

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-

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(i) 110 x 90 mm dia

2

642

321.1

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(ii) 140 x 110 mm dia

2

854

426.8

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(iv) 160 x 140 mm dia

2

1363

681.4

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Making road crossing by horizontal boring for smooth laying of UPVC / CI / DI / GI pipes etc. of required dia complete as per specification and the direction of the Engineer-in-charge. B) By Manual Means

20

12386

619.3

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

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(i) 15 mm OD

120

6876

57.3

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(iii) 25 mm OD

300

22410

74.7

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(iv) 32 mm OD

300

24990

83.3

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Providing and fixing brass ferrule with C.I. cover conforming to IS : 2692 including boring and tapping the main as per CPWD specification and direction of the Engineer - in - charge. (ii) 15 mm dia nominal bore

5

1914

382.7

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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. 15 mm dia PVC /plastic bib cock

5

597

119.4

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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)

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(i) 90 mm OD

100

27140

271.4

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(i) 110 mm OD

100

37210

372.1

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(i) 140 mm OD

100

61280

612.8



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