Water Resources Department Tender

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Water Resources Department - WRD Tender

Eprocure
Opening Date24 May 2021
Closing Date2 Jun 2021
Tender AmountRefer Documents 
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BOQ Items

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Cement Concrete M-15 with 20mm & down graded size hard granite crusher broken Chips of approved quarry including hoisting,laying hire charges of concrete mixture, niddle vibrator, plate vibrator, Generater with transportation of material & machineries to the site including dewatering & cost, carriage, royalty and all other taxes of materials with curing for a required days etc. complete as per direction of the Engineer-in-charge.

163

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4589.95

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Rigid & smooth centering and shuttering for RCC floor and slab works including false work & dismantling them after casting including cost, carriage and all other taxes of materials required etc. complete as per direction of theEngineer-in-charge.

330.85

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623.3

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Filling foundation & plinth with the excavated materials including watering & ramming with all leads, lifts and delifts etc. complete as per direction of the Engineer-in-charge.

73.67

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7631.8

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Providing weep holes in Brick Masonry/Plain/reinforced cement concrete abutment wing wall/return wall with 100mm dia A.C. pipe extending through the full width of structure with slope of 1V:2011 towards drawing foce including cost, carriage and all other taxes of materials etc. complete as per direction of the Engineer-in-charge

55

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96.3

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Excavation of any approved type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within initial lead of 5 Km on properly prepared and scientifically approved surface including spreading and leveling the earth in 22.5 cm layers to make ready for watering and ordinary compaction by PRR for all heights including construction, maintenance, watering and lighting of haul road and borrow area and royality of earth etc.complete asper the direction of Engineer in Charge. Borrow area will be arranged by the Agency at his own cost and risk.

2092.05

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147.5



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