Rehabilitation of Bhandor Disty from Km. 0.000 to 5.490 (Tail)

Amount

Earth work excavation in all kind lead of soil I/C all lead/lift & other allowance with an average lead of 495 Mtr. ( HSR Item No. 6.2)

E/Work In filling gaps in an average depth of 1.00 feet area of gaps as detail an avg. Lead of 15 Mtr with compaction. (HSR Item No. 6.2 b) @ 586.60+425%+1039.05 = 4118.70

Earth Work in excavation in foundation, trenches etc. in all kind of soils, not exceeding 2 meters depth including dressing of bottom and sides of trenches stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres. (HSR 6.6).

Cement concrete 1:3:6 with stone agg. 20mm nominal size in foundation and plinth (HSR 10.40) @ 516.90+450% = 2842.95

Scraping Cement Plaster (HSR 8.32 C) @ 1.90+550% = 12.35

C.C. 1:4:8 with stone aggregate 20 mm nominal size in F&P (HSR Item No. 10.38) @ 420+450% = 2310.00

Providing & placing in position/design mix cement concrete lining of grade M-15, with minimum cement contents 240 Kg./Cum, 75 mm thick manually in curve portion & side slopes, mixing, transporting, vibrating, smooth finishing curing of lining by water, striking of joints, watering and brushing the lined surface on side slopes including dewatering/pumping out of water caused by rain water required & including cost of all materials, labour, machinery, watering & compacting side slopes including collecting debris & disposed off collected material outside the channel as per approved design and specifications. (Rate as per Rate of Analysis attached)

Preparation of Sub Grade (Analysis of Rate)

Cement Plaster 10mm thick in cement sand mortar 1:5 (Rate as per Rate of Analysis attached)

Laying C.C M-15 with minimum cement contents 240 Kg/Cum for coping 100mm thick 230 mm wide (Rate as per Rate of Analysis attached)

Filling expention joints with special imperivous hotpour 12mm wide (HSR Item No. 19.17) @ 0.35+450% = 1.94

Dismantling of R.C.C with cleaning & straightening and cutting of bars.HSR 8.6(e)@108.05+550% = 702.32

Dismantling of Brick work in cement.HSR 8.5(b)@35.60+550%

First class brick work laid in cement sand marter 1:3 in foundation and plinth (HSR 11.5) @ 461.40+650% = 3460.50

Cement concrete 1:1.5:3 with stone agg. 20mm nominal size for reinforced concrete work in slabs with in clination notexceeding 25 degree etc. with horizantel (HSR 10.82+10.95 a) @ (997.90+86.90)+450% = 5966.40

Cement concrete 1:2:4 with stone agg. 20mm nominal size in foundation and plinth (HSR 10.41). @ 615.60+450% = 3385.80

Cold twisted deformend bars for RCC works where not included in the complete rate of RCC including bending, binding and placing position complete (HSR 18.22) @ 927.05+500% = 5562.30

12 mm cement Plaster 1:5 (HSR 15.4)

White washing two coats. (HSR 16.47) @ 0.90+230% = 2.97

Credit of Material (Tile Massonary)

Credit of Material (Brick Massonary)

BAL KRISHAN

VIDYA PROJECT PVT. LTD.