Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Pipe Line Project
Eprocure
Opening Date1 Nov 2024
Closing Date25 Nov 2024
Tender Amount₹ 9,38,334 
Notes
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Costs

Summary

Retrofitting Of Existing Schemes In North Tripura District Under Jjm During The Year 2024-25

Description

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BOQ Items

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iI). For pipes exceeding 90 mm dia but not exceeding 300 mm dia

114

106

12130

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B). For G.I. / C.I. / D.I. pipes in new work a). In all kinds of soil

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-

-

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

33

133

4415

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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.

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-

-

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i) 100 mm dia

16.5

130

2145

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ii) 150 mm dia

16.5

187

3097

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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 cement 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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-

-

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i) 90 mm OD

102

26

2713

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i) 110 mm OD

30

32

969

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i) 140 mm OD

24

41

991

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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.

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-

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

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-

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i) 90 mm OD

300

271

81420

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ii) 140 mm OD

66

612

40445

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iii) 110 mm OD

60

372

22326

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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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-

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i) 90 mm OD

102

231

23633

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ii) 110 mm OD

30

254

7647

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iii) 140 mm OD

24

278

6674

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

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-

-

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i) 100 mm dia

16.5

455

7521

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ii) 150 mm dia

16.5

469

7752

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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.

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-

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i) 100 mm dia

10

93

937

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ii) 150 mm dia

10

144

1445

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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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.

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-

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i). 80 mm dia.

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-

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A) PN - 1.6

4

4319

17279

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ii). 100 mm dia.

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-

-

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A) PN - 1.6

2

4559

9119

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iii). 125 mm dia.

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-

-

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A) PN - 1.6

1

5561

5561

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iii). 150 mm dia.

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-

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A) PN - 1.6

1

8238

8239

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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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i) 150 mm dia

1

11207

11208

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Providing and fixing C.I. double action air valve of approved quality with bolts, nuts, rubber insertions etc. complete as per CPWD specification and direction of the Engineer - in - charge. ( The tail pieces, tapers etc if required will be paid separately ).

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-

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i) 100 mm dia

1

10317

10317

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ii) 150 mm dia

1

15015

15016

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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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.

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-

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a) 90 mm X 90

2

352

704

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b) 110 mm X 110

2

580

1161

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c) 140 mm X 140

2

818

1636

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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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.

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-

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a) 90 mm

2

148

297

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b) 110 mm

2

174

349

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c) 140 mm

1

250

250

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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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.

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-

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a) 90 mm

5

298

1494

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b) 110 mm

4

356

1426

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c) 140 mm

3

466

1400

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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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.

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-

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i). 110 x 90 mm dia

1

321

321

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ii). 140 x 110 mm dia

1

426

427

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iii). 140 x 90 mm dia

1

395

396

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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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-

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a) 90 mm dia

24

212

5090

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b) 110 mm dia

15

273

4100

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c) 140 mm dia

8

362

2902

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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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.

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-

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ii) 15 mm nominal bore

60

382

22962

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Constructing masonry Chamber 90 x 90 x 100 cm, inside with 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 180 mm deep ( inside ) with chained lid and RCC top slab 1 : 2 : 4 mix ( 1 cement : 2 fine sand : 4 brick aggregate 1st class 20 mm nominal size ) necessary excavation foundation concrete 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 brick aggregate 1st class 40 mm nominal size ) and inside plastering with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design, CPWD specification and direction of the Engineer - in - charge. A). With First class bricks

3

14128

42386

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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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-

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i. 15 mm dia

500

57

28650

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ii. 20 mm dia

30

65

1977

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

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-

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i) 90 mm dia with 15 mm dia opening

35

447

15670

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ii) 110 mm dia with 15 mm dia opening

15

528

7923

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iii)140 mm dia with 15 mm dia opening

10

589

5897

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Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.

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-

-

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i) 15 mm dia

120

78

9432

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Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.

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-

-

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i) 15 mm dia

60

131

7860

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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.

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-

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B). by manual means

30

619

18579

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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering – a) All work upto plinth level: i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)

1

11355

11356

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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 chapter 20 of CPWD specification and direction of the Engineer - in - charge. A). External work

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-

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ii) 20 mm dia nominal bore

30

302

9084

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viii). 80 mm dia. nominal bore

6

1021

6131

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ix). 100 mm dia. nominal bore

18

1466

26395

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Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.

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-

-

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A. D.I. Flanged Socketted tail piece i). 150 mm dia

1

2617

2617

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ii) 125 mm dia

1

2646

2647

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iii) 100 mm dia

2

1861

3722

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B. D.I. Flanged Spigotted tail piece ii). 150 mm dia

1

3593

3593

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ii) 125 mm dia

1

2649

2650

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iii) 100 mm dia

2

2048

4098

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C. D.I. all socketted tee I) 100 x 100 x 100 mm dia

1

2963

2963

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ii)150 x 150 x 100 mm dia

2

4326

8653

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D)D.I. all socketted Bend 90 degree

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-

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i) 100 mm dia

5

2167

10837

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ii) 150 mm dia

1

3495

3495

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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

1177

1177

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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. -All kinds of soil

60

231

13896

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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. i) 15 mm dia.

40

104

4192

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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. i) 15 mm dia PVC /plastic bib cock

60

119

7164

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Providing and fixing G.I. Nipple of medium class as per chapter 20 of CPWD specification and direction of the Engineer - in - charge iii) 15 mm dia 225 mm long

20

74

1492

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Clearing and washing of CI/ DI/PVC pipes earth cutting at intervel not less than 50m with the help of 30/40 mm dia PVC coil pipe having suitable brush at front end and making good the pipe with required specials including earth cutting and refilling complete as per derection of the Engineer in charge.(Coller, coupler, solvent cement Pig lead if requird shall be supplyied by the department)

100

665

66500

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Charges for repairing of leakage in UPVC / HDPE pipe line with PVC coupler & solvent cement etc. including necessary earth excavation, 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. complete as per specification & direction of the Engineer-in-charge.

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-

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a) 90 mm OD

188

558

104923

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b) 110 mm OD

125

623

77900

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c) 140 mm OD

60

689

41346



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