Muzaffarnagar Development Authority Tender

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Muzaffarnagar Development Authority Tender

Works
Eprocure
Opening Date23 Mar 2020
Closing Date3 Jun 2020
Tender Amount₹ 13,52,000 
Notes
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Costs

Description

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BOQ Items

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Cement Concrete with 2 cm gauge stone grit, approved coarse sand, cement in proportion of 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of the work. SI No. 279(a)

3

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5050

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12 mm thick plaster with cement and fine sand of 1.25 FM in 1:4 over brick with minimum thickness not to be less than 1 cm including the supply of all materials, labour, tools and plants etc. required for proper completion of the work. SI No. 584

65

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140

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M.S.(Tor steel or plain )in plain work such as RCC or RB work including bending for proper shape and inclding supply of steel and its wastage, bend, hooks and authorized overlapping shall be measured and including cost of binding wire . (S.I No. 504)

2.5

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5600

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RCC work with cement, approved coarse sand, 2cm gauge approved stone grit in proportion of 1:1.5:3 for slabs excluding supply of reinforcement and its bending, but i/c its fixing and binding the same with 24 BWG GI binding wire and including necessary centering and shuttering etc. & i/c supply of all materials, labour, T&P etc. required for proper completion of work including cost of binding wire. Rate excludes making of drip course which shall be paid extra. SI No.289

3

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6600

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Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

170

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2492

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Supply and Laying of 100mm thick coloured ISI marked I shaped mechanically compressed interlocking cement concrete paver blocks with top layer of minimum 5mm thickness O.P.cement having plan dimension 200x(160+120mm) , smooth high gloss finish, skid resistant manufactured from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver blocks shall not be less than 50Mpa and weight 5.0 kg per no. confirming to IS:15658-2006 including cost of all materials, labour, T&P etc., laying with a blanket layer of 4.00 cm thick fine sand including leveling and dressing surface up to required level and slope filling joints with fine sand including all required for proper completion of the work as directed by the Engineer-in- charge.

833

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925

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Disposal of surplus earth upto 3.0KM distance

50

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137.9



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