Supply And Carriage Of Material Construction Of Wall From Rd 1060M To 1090M , Strengthing Of Earthen Bank And Cutting Of Feeder Bed, Ee Wr Sirohi-Rajasthan
TDR : 23746672
Tender Notice
BOQ
Expired
Ee Wr Sirohi
Rajasthan
Supply And Carriage Of Material Construction Of Wall From Rd 1060M To 1090M , Strengthing Of Earthen Bank And Cutting Of Feeder Bed
Name of Work: Supply and Carriage of material at site for Construction of wall from Rd 1060m to 1090m, strengthing of earthen bank and cutting of feeder bed GP- Balda, Tehsil-Sirohi
Sl.No.
Item Description
Item Code / Make
Quantity
Units
1
1
Supply and Carriage of material at site
BI01010001010000000000000515BI0100001112
2
1.01
Supply of Ordinary Portland Cement (in bags) 50kg in weight as per IS 1489 IS 8112 of approved make including loading, unloading & stcaking complete at site
541
Bags
3
1.02
Supply of crusher broken stone aggregate in accordance with IS 383:2016 for concrete work, concrete well graded with size of aggregate including loading, unloading & stacking complete aggregate size 20 mm
32
cum
4
1.03
Supply of crusher broken stone aggregate in accordance with IS 383:2016 for concrete work, concrete well graded with size of aggregate including loading, unloading & stacking complete aggregate size 12 mm
1
cum
5
1.04
Supply of fine aggregate screened, free from organic and deterious material in accordance with IS code 383:2016 including loading, unloading & stacking complete at site
96
cum
6
1.05
Supply of stones for random rubble masonry for general irrigation work at least 75% stones not less than 15cm in size in any direction and weighing not less than 23kg including loading, unloading & stacking complete at site
272
cum
7
1.06
Hiring of mixing/ vibrating unit (cement concrete mixure 5-7 cuft capacity & Niddle / Plate vibrator) including operator and POL with all lead lifts complete at site
25
days
8
1.07
Transportation of water by tractor with tanker having capacity 4000 litre including all lead & litfs complete at site
30
per trip
9
1.08
Hard rock (dry or moist) requiring blasting (where hardness of rock is more than 2) including disposal of excavated material in the designated spoil bank / embankment, dressing of excavated material and dewatering with all leads & lifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditure & royalties, tax etc if required to be paid then it will be liability of contractor as the cost of usable stone has already been deducted from the rate.
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