Rural Engineering Department Tender

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Rural Engineering Department Tender

Works
Civil And Construction
Eprocure
Opening Date22 Jan 2021
Closing Date1 Feb 2021
Tender Amount₹ 39,95,244 
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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Ist class B/W 1:3 Cement and Coarse sand mortar As Per S.I. No. 307A+309 in S/S

119.67

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6580

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R.C.C. Work in 1:1.5:3 Cement and C/sand & 20 mm gauge stone ballast As Per S.I. No. 289

30.46

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10600

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Mild Steel or Iron work in plain work such as R.C.C. S.I. No. 504.

59.78

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6150

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P.C.C. Work in 1:2:4 Cement and C/sand & 20 mm gauge stone grit in Wearing coat. PWD SI NO 279 (B)

4.32

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9000

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Struck Pointing in 1:2 4Cement and fine sand mortar As Per 613.3 MORD SPEC.

350.26

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77

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Providing & Laying of 75mm dia P.V.C. pipe for WEEP hol pressure release pipe I/C supply of all Marerials etc. PWD SI NO (65)

36.8

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125

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Join filler Board

2.7

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100

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Dewatering by pumping set I/C hire charges of Pumpset, cost of Fuel& lubricants labour, T&P etc. complete

200

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150

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Providing & Filling of Brick Ballast & C/Sand behind the Filter media of weep holes I/C supply of all Materials labour etc. for Proper complition of work

6.6

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1000

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Earthwork in cutting or in embackment in ordinary soil excavation to be in the form of regualr pits not exceding 0.50m depth an earthwork in embackment to be in 20cm layers, imcluding ramming & dresssing the surface to required levels and slops and also including lift up to 1.50m & lead up to 30m. the earth cutting to be used in making embankment or to be diposited as soil banks with in 30m(100fit) distance as directed by the Engineer-in-charge as per 301.5/MORD SPECI.

288.49

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86

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Earthwork in cutting or in embackment in ordinary soil excavation to be in the form of regualr pits not exceding 0.50m depth an earthwork in embackment to be in 20cm layers, imcluding ramming & dresssing the surface to required levels and slops and also including lift up to 1.50m & lead up to 30m. the earth cutting to be used in making embankment or to be diposited as soil banks with in 30m(100fit) distance as directed by the Engineer-in-charge as per S.I. No. 253 including cartage from one Km distance.

510.83

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167.6

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Laying of B.O.E. solling laid dry earth filled with S.O.B. Bricks as per S.I. No.786

198

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508.7



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