Uttar Pradesh Housing And Development Board Tender

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Uttar Pradesh Housing And Development Board - UPAVP Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date27 Dec 2024
Closing Date7 Jan 2025
Tender Amount₹ 7,22,000 
Notes
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Costs

Description

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BOQ Items

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3.00- 4.50 M BGL

29.97

379

11381.11

... More
Providing and fixing Open timbering in trenches for them following depth as per given including removal afer laying of sewer (Both sides of trenches will be taken as one side for the purpose of payment and measurements i.e. area (equals to length x depth of trenches) Dismantied timbering materials will be the property of the contractor. 1(AR) 0.00 - 3.00 M BGL

91.8

396

36398.7

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Supply & Carting of the following size of the R.C.C. Hume Pipe NP3 class and specials from store to the site of work lowering the same into trenches is the following depth below G.L. true to alignment, chaulking the same with necessary rubberring and jointing with 1:2 Cement mortar in coarse sand and cement of FM 2.20 to 3.6 including excavation of earth below invert level of pipe cost of all jointing material, costing etc. complete but including excavation and refilling the trenches from G.L. to the invert level of pipe as per statement. (A.R ) 450 mm Dia NP3 Class Pipe 3.00 to 4.50 M BGL

27

3268

88254.09

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cement concrete work in bedding below G L at specified depth with cement ,coarse sand and 20 mm gauge approved stone ballast (1:2:4) including supply of all materials ,labour , T&P etc required for the proper completion of the work (As per statement attached) (3.00 M to 4.50M)

5.15

6152

31685.38

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Dismentling of C.C road for laying sewer line including shorting out and stacking serviceable materials and disposal of unserviceable materials up to distance of 60m for CC road

59.4

250

14850

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Reinstatement of CC road

59.4

1580

93852

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provision for Safety of water supply mains falling in the alingment of conveying main during execavation and restoring utilities /services to its original condition including dewatering all supply of require pipe and specials all complete (Depth 2.00 M to 3.00 M)

1

8000

8000

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Disposal of surplus earth (volume of sewer line)

12.78

236

3022.47

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Connecting of Sewer Line to Existing Sewer Manhole including Cutting/making & cleaning of Sewerage & good the walls of existing manhole i/c all material Labout T&P etc Complete.

2

10000

20000

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M-150 Brick Work in one Cement & Four Course Sand mortar in foundation and plinth including supply of all materials labour, Tools & plants etc. required for proper completion of the work SI. No 305 a

2.65

4690

12428.5

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12 mm thick plaster with cement and Coruse sand of 1.25 fineness modules in 1:3 over brick work minimum thickness not to be less than 1cm. including supply of all materials, labour, tools & plants etc. required for proper completion of the work. S.I No 582a

9.83

180

1769.4

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R.C.C. Work with cement, approved coarse sand & 2 cm gauge approved stone grit in proportions of 1:1.5;3 in lintels of door & windows excluding supply of reinforcement and its bending, but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, Tools & plants etc. required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra. S.I No 284 a

7.43

7400

54982

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M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks, and authorised overlapping shall be measured and including cost of binding wire. AR

8.75

8508

74449.2

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R.C.C Manhole Cover & Lid

10

2360

23600

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Construction manhole 1.20 x 1.20 x 1.50 m deep slab type design for 150 mm to 450 m dia pipe of sewer as per E/I including supply of all material labour T&P, required for proper completion of the work.(AR)

4

34286

137145.48

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Regulation of slab type manhole shaft above or below the approved design drawing attached. (AR)

6.5

10234

66521



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