Public Works Department Tender

View complete overview of Goa PWD Tender

Public Works Department - PWD Tender

Works
Civil And Construction
Pipe Line Project
Eprocure
Opening Date16 Jan 2025
Closing Date22 Jan 2025
Tender Amount₹ 11,97,337 
Notes
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Costs

  • EMD

    ₹ 23,947
  • Document Cost

    ₹ 5,000
  • Tender Fee

    ₹ 2,395

Description

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Contact

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BOQ Items

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DO_NOT_SHOW

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63 mm dia

3

35

105

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90 mm dia

1

70

70

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Tee PN 10 (10kg/cm2)

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-

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90 mm dia

2

275

550

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Reducer (Multi Stage)

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-

2

58

116

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Supplying at store or site of work Rigid PVC (SEL FIT) pipes for public water supply including Railway freight, carting, loading and unloading, stacking, transit insurance etc. complete, Conforming to IS: 4985-2000, and bearing ISI mark, Class 6 kg/cm2.

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63 mm dia

456

112

51072

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90 mm dia

360

222

79920

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Cutting the bituminous road for laying the pipeline in trenches including labour, tools, etc. and disposing the excavated excess material from the trench to a distance of 1000 metres, including making level the trench surface by utilising the serviceable material to the level of the top surface of road, by compacting, watering ramming with rolling with road roller after completion of laying of pipe and refilling the trenches etc. complete as per the direction of engineer in charge.

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By Manual Means :

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-

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Rural Roads

284.1

410

116481

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Conveying carefully from stack at site, 250m from both sides rolling and lowering in trenches, laying true to line and level and perfect linking for joints for P.V.C / H.D.P.E complete in all respects as per the direction of the engineer in-charge

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63 mm OD

456

3

1368

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90 mm OD

360

4

1440

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Jointing of rigid / SEL FIT PVC pipes by cleaning the pipe with solvent cement including the cost of solvent cement and hydraulic testing of joints etc. complete as per IS:7634-1975 Part 3, including hydraulic testing of joints as directed by the Engineer in-charge.

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76

16

1216

60

26

1560

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Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. galvanized mild steel continuous weld tubes conforming to IS:1239 (part-I) 1975, with latest amendments, screwed at both the ends as per IS: 554 - pipe threads, one end fitted with socket, other end with plastic protection ring at random lengths 4-7 meters. Class A

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80 mm dia

12

1357

16284

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Conveying carefully from stack at sites 250m from both the sides rolling and lowering into trenches, laying, jointing G.I. Pipes with G.I Fittings of sizes given below true to line and level including fixing sockets, elbows tees bends, gland packing and other fittings with cutting and threading as required including hydraulic testing,etc. complete.

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80 mm dia

12

111

1332

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Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. C. I. Sluice valve conforming to IS : 14846-2000 and bearing ISI mark double flanged with cap. TYPE P.N. 1.0 (Class B )

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80 mm dia

1

11496

11496

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Supplying cast iron fittings as per IS : 1538 -1993 including sealing rubber gasket (NR) CI Compression glands and coated MS Nuts bolts.

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-

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Flanged Socket Tail piece ( Flanged Adaptors)

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-

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80 mm dia

2

3399

6798

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Supplying at store or site of work including railway freight, carting, loading and unloading, stacking, transit insurance etc., cast iron detachable joints conforming to IS: 8794-1978 suitable for PVC pipes including cost of rubber rings, nuts, bolts etc.Class 6.

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63 mm dia

4

238

952.44

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90 mm dia

4

299

1198.68

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Making C.I Detachable joints to P.V.C. pressure pipes of 6 kgs / sq.cm and C.I Plain ended specials with collar, rubber rings, nut and bolts, etc. complete including testing of joints excluding cost of joints

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63 mm dia

4

33

132

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90 mm dia

4

110

440

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Hoisting laying cast iron sluice valves/butterfly valves/reflux valve of size given below at location in pipeline etc. complete as directed as per IS:2685-1971 CLASS I

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80 mm dia

1

231

231

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Construction of masonry chamber 60x60x75cm inside in 40kg/sq. cm ,brickwork complete with 23 cms wall thickness and in cement mortar 1:4( 1 cement : 4coarse sand) for sluice valves 50 to 80mm with necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 coarse sand: 10 graded stone ballast 40 mm nominal size) and inside plastered with CM 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement complete and chamber cover as specified below etc. all complete as per standard drawing . (rate is inclusive of rate earthwork excavation, cost of surface cover and all other materials and labour and as per details below)

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Without surface box and with 120 mm thick R.C.C. slab cover in cement concrete 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone ballast 20 mm nominal size)

3

8370

25110

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Repairs and reinstatement to the road for trenches made by laying water supply pipeline, by removing the refilled material in the trench for the total depth of 0.40m and making good the road surface by providing laying rolling by road roller compacting for laterite soling 30cm thick, two layer of full grout of 50mm thick each as per specifications mentioned in item no 14086 of road GSR, complete as per the direction of the engineer in charge.

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Rural Roads

282.48

1823

514961.04

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Supplying of ASTM UPVC pipe conforming to ASTM 1785 with ISO 14001 etc. complete.

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SCH-40 (blue)/(white)

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20 mm dia

168

113

18984

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Providing and fixing brass full way valve (heavy) duty with wheel of approved quality :

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-

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20 mm nominal bore

28

499

13972

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65 mm nominal bore

2

7449

14898

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Making connection to individual 15mm /20mm/25mm G.I/ OD Blue PVC pipeline with existing distribution line of any diameter with saddle piece / and necessary pipe and specials required suitable to the distribution line with road cutting trenching refilling the same including the cost of labour and accessories etc. complete. as per the direction of Engineer -in- charge.

28

3813

106764

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Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge.

302.5

245

74112.5



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