Pey Jal Nigam Uttarakhand Tender

View complete overview of Uttarakhand Pey Jal Nigam Uttarakhand Tender

Pey Jal Nigam Uttarakhand Tender

Civil And Construction
Construction Material
Pipe Line Project
Eprocure
Opening Date6 Jan 2023
Closing DateCancelled
Tender AmountRefer Documents 
Notes
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Costs

Summary

Budalakot Svs W/s Scheme Block Betalghat Nainital

Description

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Contact

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BOQ Items

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RCC CWR 17.50 KL capacity

1

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Excavation of earth for pipe line in trenches following strata lift upto 1.5m lead upto 30m. Including refilling, watering, ramming of excavated earth into the trenches and removal of surplus earth upto a distance of 60m from trenches including supply of labour, T&P etc complete.

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Excavation in single mixed with boulders etc for pipe line trench.

4294.71

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Excavation in soft rock by pickaxe or by drawbar

757.89

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Supply of all materials providing all cartage of following sizes G.I.(M) pipes, specials & fittings, lowering them into trenches, laying true to the alignment & gradient, laying & jointing pipe line including cutting & threading of pipe for making up length as required.Complete in all respect G.I.(M) Pipe as per IS: 1239/1985 Part-1

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15 mm dia

1200

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20 mm dia

5204

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25 mm dia

469

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32 mm dia

2349

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40 mm dia

1812

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50mm dia

1443

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65mm dia

1558

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Supply and fixing of valves in pipeline including cuting, threading of pipeline with fittings, materials, labours, T&P etc complete. Gate valves (Class-I) as per IS: 788/1997

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20mm dia

3

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25mm dia

1

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32mm dia

7

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40 mm dia

3

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50 mm dia

4

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Supply and fixing of Sluice Valve/Scour Valve(P.N 1.0 ) including cartage of materials, labour, T&P etc. complete

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65 mm dia

2

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Supply and fixing of C.I Air Valve Double Acting(P.N 1.0) including cartage of materials, labour, T&P etc. complete

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20mm dia

4

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Constructing masonry Chamber of following inside sizes in brick work in cement mortar 1:4 (1 cement: 4 coarse sand) for sluice valve, RCC top slab 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 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.

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Gate valve chamber 0.6 M. X 0.6 M.X 0.75 M.

18

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Sluice valve chamber 0.90 M. X 0.90 M. X 1.00 M.

6

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Shifting of existing Household connections as per direction of Engineer-in- charge

5

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Providing and fixing with all materials T&P labour Functional House Hold Tap Connection (FHTC) etc complete as per direction of Engineer in charge.

75

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Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications

85

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level.1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size)

8

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

4

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Supply of all materials, labours & T&P etc and construct following works as per type design and drawings complete.

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French Well 250mm dia

4

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Suuply and fixing of chlorating arrangement of 25litres capacity over CWR rof slab. Including supply of all materials and laours as per type design and drawing complete.

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Chlorinating bucket of 25 litres capacity.

4

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Repairing of Existing CWR including cleaning, high epoxy treatment to arrest leakage and painting of CWR

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20kl CWR

1

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10kl CWR

1

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2 kl CWR

1

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Break Pressure Tank Works as per Unit Estimate Supply of all materials, labour, T and P and construction of BPT as per type design

8

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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer in charge. (1:3:6 or richer mix) and Reinstatement of concrete road surface for laying of pipe line 100mm thick PCC 1:4:8 over 100mm thick PCC 1:2:4 cement concrete including all materials labour T&P etc. compelete in all respect.

75

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