Uttarakhand Jal Sansthan Tender

View complete overview of Uttarakhand UJS Tender

Uttarakhand Jal Sansthan - UJS Tender

Works
Civil And Construction
Pipe Line Project
Eprocure
Opening Date5 Jan 2024
Closing Date25 Jan 2024
Tender Amount₹ 32,87,005.5 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Description

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BOQ Items

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Local cartage of MSERW Pipes from store to site of work lowering them into trenches,laying true alignment and gradient, laying and jointing of pipeline by electric welding for making up lengths as required for proper completion of works. - 150 mm (4.8 mm thick)

185

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Lowering into trenches with true to alignment, Laying & Jointing of full lenghts of HDPE Pipes of specified grade as per IS:4984-1995 and specifications, with testing of pipe line including supply of jointing materials. - Lowering into trenches with true to alignment, Laying & Jointing of full lenghts of HDPE Pipes of specified grade ( P.E.80 pressure rating PN10) as per IS:4984-1995 and specifications, with testing of pipe line including supply of jointing materials. 50 mm dia

2995

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Lowering into trenches with true to alignment, Laying & Jointing of full lenghts of HDPE Pipes of specified grade ( P.E.80 pressure rating PN10) as per IS:4984-1995 and specifications, with testing of pipe line including supply of jointing materials. 63 mm dia

330

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Lowering into trenches with true to alignment, Laying & Jointing of full lenghts of HDPE Pipes of specified grade( P.E.80 pressure rating PN10) as per IS:4984-1995 and specifications, with testing of pipe line including supply of jointing materials. 75 mm dia

685

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Lowering into trenches with true to alignment, Laying & Jointing of full lenghts of HDPE Pipes of specified grade( P.E.80 pressure rating PN10) as per IS:4984-1995 and specifications, with testing of pipe line including supply of jointing materials. 90 mm dia

840

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Lowering into trenches with true to alignment, Laying & Jointing of full lenghts of HDPE Pipes of specified grade ( P.E.80 pressure rating PN10) as per IS:4984-1995 and specifications, with testing of pipe line including supply of jointing materials. 110 mm dia

290

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Interconnection of new pipe line to existing pipe line including necessary cutting, supply and Installation of required specials fittings all as per direction of Engineer-In- Charge.

41

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Provision and making house service connection from water supply distribution GI pipe line upto water meter chamber inside the property using GI pipe upto 5 mtr length including supply and fixing of electrofusin saddle brass ferrules elbow, ball valve etc complite with erthwork, road cutting with restration works

350

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Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications

22.56

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construction of boundry wall as per direction of site incharge

170

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18.34 Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse 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 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 18.34.1 With common burnt clay F.P.S.(non modular)

12

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Repair of pump house as per direction engineer in charge

1

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SITC of folloeing size C.I. valve PN -1.6 - 50mm

8

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100 mm

4

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80 mm

4

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150mm

3

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