Directorate Of Urban Local Bodies Tender

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Directorate Of Urban Local Bodies Tender

Works
Civil And Construction
Eprocure
Opening Date18 Jul 2019
Closing Date27 Jul 2019
Tender Amount₹ 1,67,82,368 
Notes
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Costs

Description

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BOQ Items

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P/L cement concret with 4 cm gauge approved atone blast fine sand & cement in the propretion of 8;4;1 including supply of all materials Lbours tools& plant labor=ur cess etc si no 281

414.075

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5200

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M-150 Brick work in cement mortar in proportion pf 1:4 (1cement and 4 coarse sand) in foundation & plinth including supply of all material, labour, T&P etc required for propercomletion of the wprk.as per S.I.No. 305a

1077.8735

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4450

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12mm thick plaster with cement and coarse sand pf 2.20 fineness modules in 1:4 over brick work minumum thickness not to be less than 1cm. Including supply of all materials, labour, tools & plant etc. required for proper completion of the work. As per S.I. No.584

2459.8

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165

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cement concrete with 2 cm gauge approved stone ballast coarse sand & cement in the proportion of 4:2:1 Including supply of all materials, labour, tools & plant etc. required for proper completion of the work. As per S.I. No. 279a

111.287

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6250

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R.C.C work with cement, approve coarse sand & 2 cm gauge approved stone grit in proportions of 1:2:4 in slab excluding supply of rainforcement 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 od all meterials, labour, T&P etc. required for peoper completion of the work including cost of binding wire. the rate excludes making of drip course which shall be paid extra

117.963

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7300

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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. As per S.I.No. 504

83.3408

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4899

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Cartage of earth work in filling 10 km lead including loading & unloading & excavation

8599.3

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304

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Mild steel or iron work in heavy size such as trusses, build up gates record racks, roof work, gates etc wrought to required from including drilling holes riveting or welding where necessary and their fixing required for proper completion of the work S.I. No.503

20

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6450

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Painting or varnishing work in small areas or new wood work with one coat and every coat after first coat upto one square metre of ready mixed primimg paint and one coat of approved superior quality of all materials ,labour ,tools & plants etc. required for proper completion of the work .paint to be used should confirm the ISI no. 103-1950 S.I. No. (641+642)

200

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80

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Finishing wall with water proof cement paint of approved make and quality on new wood with two coat with each coat of water proof cement paint after the first coat to give an even shade including supply of all material, labour , Tools,& plant e.t.c required for proper completion of the work S.I. No. (660+661)

1863

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57

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Dewatering Of wall foundation water during construction of civil work

200

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500

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Supply and laying of local sand filling in foundation of wall AS per S.I No. 39(a)

203.72

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460

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supply and laying of 80mm thick l-shape mechanically comressed inter locking cement concrete pavers block with top layer of 8 mm thickness having plan dimension 200 x (160+120 mm) of O.P. cement, smooth high gloss finish skid resistant, manufacted from rubber moulds through vibro - compression mechanism the compressive strenght of concrete paver block shall not be less then 30 Mpa (M-30) and including cost of meterial, labour T&P etc. recuired for proper completion of the work as per S.I. No New item Ch-20 and as directed by engineer in charge.

496.8

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856.5

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supply and laying of 80mm thick l-shape mechanically comressed inter locking cement concrete pavers block with top layer of 8 mm thickness having plan dimension 200 x (160+120 mm) of O.P. cement, smooth high gloss finish skid resistant, manufacted from rubber moulds through vibro - compression mechanism the compressive strenght of concrete paver block shall not be less then 30 Mpa (M-30) and including cost of meterial, labour T&P etc. recuired for proper completion of the work as per S.I. No New item Ch-20 and as directed by engineer in charge.

1987.2

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779

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Supply and Fixing of Work display signage Board

3

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3300



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