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 Date16 Aug 2024
Closing Date3 Sep 2024
Tender Amount₹ 21,78,396.6 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Summary

Shifting Or Repair Of Pipeline In Various Street Of Munikereti Tapowan And Nh 58 Under Munikireti And Tapowan Water Supply Scheme And Related Works Complete Under Water Works Rishikesh

Description

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BOQ Items

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Proving of all materials, carting from site store to site of work, lowering into trenches with true to alignment, Laying & Jointing of full lengths of HDPE pipes, completion of work with testing of pipe line including supply of Jointing materials & specials.PE-100, Normal Pressure(PN)-10 in 10 kg/cm2 -110 mm dia HDPE pipe

1350

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90 mm dia HDPE pipe

1350

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Carting Laying ,jointing fixing and testing of MS ERW /GI pipes with specials & fittings in trenches under ground,out side the building with welding including cutting, etc. complete.80mm dia GI Pipe

1350

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65mm dia GI Pipe

350

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50mm dia GI Pipe

580

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40mm dia GI Pipe

400

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32mm dia GI Pipe

550

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25mm dia GI Pipe

400

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15mm dia GI Pipe

1350

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Making of inter connection with the proposed pipe line form existing system including all material, labour and T&P complete. - 32mm to 40mm

4

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50mm to 80mm

4

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100mm to 150mm

4

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Making of Private connection with the proposed pipe line from existing system including all material, labour and T&P complete.

145

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Provision for supply of drinking water by 3000 lit capacity water tanker for distribution of affected area of Munikireti & Tapowan during progress of proposed work.

180

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Providing & Fixing of Brass GM Gate Valve including all material, labour T&P etc complete. - 80mm Dia

2

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65mm Dia

2

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50mm Dia

2

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40mm Dia

2

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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 :

2

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