UP Jal Nigam Tender

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UP Jal Nigam - UPJN Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date11 Oct 2024
Closing Date25 Oct 2024
Tender Amount₹ 95,00,201.35 
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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DO_NOT_SHOW

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0.00 to 1.50 m B.G.L.

1212.75

288

350363.48

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1.50 to 3.00 m B.G.L.

965.25

361

348764.13

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Disposal of excavated of surplus earth during excavation & laying of Sewer Line (Average lead up to 8 km)

2178

351

764826.48

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OPEN TIMBERING

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Provide and fix open timbering in (covering 1/3 of surface area by plank) in trenches for the depth upto 3m below grond level consisting of 40mm thick approved country wood planks for polling boards. 125 mm x 75 mm Indian sal wood wallers and 100 mm dia sal ballies for struts at 1.5m including removal after laying of sewers.

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0.00 To 3.00 m BGL

825

379

313021.5

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BEDDING

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Provision of grannular bedding including supply of material, labour, T&P etc required for the proper completion of work.

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1.50 to 3.00 m B.G.L.

171.05

2840

485802.53

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Supply of following sizes of RCC NP3 S&S Hume pipes from factory to divisional store including Rubber Gaskets/Rings etc. also including transportations loading, unloading, stacking all taxes excise dutiy insurance etc. complete

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700 mm Dia RCC NP3

550

3127

1720383.5

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LAYING & JOINTING OF SEWERS

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LAYING, AND JOINTING 700 MM DIA, R.C.C. NP3 HUME PIPE 1.50 - 3.00 M DEEP.

550

1167

642086.5

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Dewatering of water by diesel pump including hiring of diesel pump during sewer laying work including supply of all labour .

10

514

5145.3

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Provision for shifting/repairing of electric & telephone cable/Poles, Sewer/Water Lines etc. including temporary arrangements for restoration of services during execution of works

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Electricity cable, Telephone Cable, Water Line etc

10

2875

28750

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Filling of trench by using local sand including supply of all materials, labour, T&P etc. complete

1680.16

1333

2240426.15

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Constructing brick masonary circular type manhole of following internal diameter at bottom and 560 mm internal diameter at top and depth is given below with brick work in cement mortar 1:4 (Cement: C. Sand), necessary excavation, foundation concrete 1:4:8 (cement : c. sand: 40 mm size stone balast) and plastering with cement mortar 1:3 (cement : c. sand) 12 mm thick finished with a floating coat of neat cement, benching ( the benching at the side of channel shall be at least 50 mm above crown of the pipe and then rise with a slope of 1 in 12 towards the sides of the manhole) & cover fixed in cement concrete 1:2:4 (cement : c. sand: 20 mm size stone balast) incuding S/F SFRC cover & frame of heavy duty as per IS:12592 and plastic encapsulated foot step.

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1200 mm Dia 1.65m to 2.3m BGL

2

49290

98580.94

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1800 mm Dia 2.3m to 5.0m BGL

2

147468

294936.86

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Reinstatement of CC Road as existing road section including supply of all materials, labour, T&P etc complete with proper baaricading and all safety measures and as per required specification

808.5

2216

1791765.36



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