Jhansi Development Authority Tender

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Jhansi Development Authority - JDA Tender

Works
Civil Works Others
Eprocure
Opening Date1 Mar 2019
Closing Date8 Mar 2019
Tender Amount₹ 13,27,020 
Notes
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Costs

Description

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BOQ Items

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RAIN WATER HARVESTING Excavation in foundation soil mixed with moorum/shingle/kankar requiring the use of special T&P such as picaxes subbles etc. including lift up to 1.5 m and lead up to 30 m including filling watering and remming of exacavated earth in to the tranches or in to the space between the building and the sides of foundation tranches or in to plinth and removal and disposal of surplus earth as directly by Engineer-in-charge upto the distance of 30m

55

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161

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Excavation in foundation soil mixed with moorum/shingle/kankar requiring the use of special T&P such as picaxes subbles etc. including lift up to 3.0 m and lead up to 60 m including filling watering and remming of exacavated earth in to the tranches or in to the space between the building and the sides of foundation tranches or in to plinth and removal and disposal of surplus earth as directly by Engineer-in-charge upto the distance of 60m

37

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181.4

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Cement Concrete with 4 cm(1.5”) guage approved stone ballast, approved,coarse sand cement in the proportion of 6:3:1 including supply of all materials, labour and T&P Etc.

3

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4205

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First class brick work in 1:5 cement and fine sand of 1.25 F.M. mortar in foundation and plinth beam including supply of all materials, labour T&P etc. required proper completion of the work.

4.5

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5590

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First class brick work in 1:5 cement and fine sand of 1.25 F.M. Mortar in well steining with ordinary bricks and item n0-304

12

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6601

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15 mm cement plaster (1 cement: 4 fine sand) in single coat on rough side of single or half brick wall for interior plastering upto floor two floor level including internal rounded angles charmfers, and rounded angles not exceeding 80 mm in grit finished even and smooth.

108

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175

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Boring/drilling bore well (300 mmdia) of required dia for casing/ strainer pipe by suitable method prescribed in I.S. 28000(part-i) including chart/bore log, including collecting samples from different strata, preparing and submitting strata chart/bor log, including hire & running charges of all equipment tools plants & machineries required for the job all complete as per direction of Engineer-in-charge upto 90m depth below groun level (all types soil 300 mm dia)

40

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370.7

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supplying assembling, lowering and fixing in vertical positon in bore well, unplasticizd PVC medium well casing (CM) pie of required dia, conforming accessories etc. all complete, for depth, as per direction of Engineer-in-Charge dia of pipe 200 mm 23.3.3

30

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572

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suppling filling, spreading & levelling graves of size range 5 mm to 10 mm in the recharge pit over the existing layer of boulders required thickness for all leads & lifts all complete as per direction of Engineer-in-charge

29.29

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1038.05

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supplying filling, spreading & levelling coarse sand size range 15 mm to 2.0 mm in the charges pit over the gravels layer of thickness for all leads & lifts all complete as per direction of Engineer-in-charge

11

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4500

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RCC work with cement approved coarse sand and 2 cm (3/4”) guage approved stone ballast in the proportion of 1:1.5:3 in RCC T beam and slab roof and RCC column, excluding supply of reinforcement and its binding but including its fixing and binding the same with 24.B.W.G.G.i binding wire and including necessary centering and shuttring etc. and also including supply of all materials, labour T&P etc. required for proper completion of the work.

5

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8185

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Cement Concrete with 2 cm guage approved stone ballast, approved coarse sand cement in the proportion of 4:2:1 including supply of all materias, labour and T&P etc.

1.5

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5537

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mild steel or iron in plain work such as reinforced concrete or reinforced brick work (When not including in an over all rates)wrougt to required shape as necessary including bending for proper completion of the work and including supply of all steel and including supply of all steel and wastage & overlapping & hooks SI:504

3.5

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5666



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