Rehabilitation of Nangal Minor from Km. 0.000 to 10.600 (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

Washing concerete surface, scrubing with brushes including preparing and laying slurry (HSR Item No. 10.119) @ 0.70+450% = 3.85

Laying cement sand slurry 2 mm on old lining for laying M-15 (as per item No.4) (Rate as per Rate of Analysis attached)

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

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)

Dressing Side slopes and preparation of Sub grade for lining (HSR 19.2)

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

Earth work excavation for silt clearance in channel in all kind of soil including all lead, lift & other allowances and an average lead 15 Mtrs. (HSR Item No. 6.1) @ (564.50+1x19.20)+425% = 3064.42 % Cum

Dismantling of cement concrete 1:2:4 [HSR 8.6 (d)]@71.85+550%

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

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

Dismantling of cement concrete 1:4:8. HSR 8.6 (b)@37.40+550%

First class brick work laid in cement sand mortar 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 inclination not exceeding 25 degree etc. with horizantel (HSR 10.82+10.95 a) @ (997.90+86.97)+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 thick cement plaster in 1:5 (HSR 15.4) @ 11.60+600% = 81.20

Painting of plaster or concrete surface HSR (16.24+16.25+16.26) @ (11.15+4.15+13.45)+230% = 94.87

Painting Borders and arrows up to 6 cm. in widgth (HSR Item No. 16.66 C) @ 2.15+230% = 7.09

Painting new letter & Figs. of any shade with synthetic enamel paint balck or any approved colour to give an even shade (HSR Item No. 16.66 B) @ 0.13+230% = 0.43

Earth work excavation in all kind of soil with all lead/lift and other allowances with an average lead of 15mtr.

Credit of Material (Brick Massonary)

Credit of Material (Steel)

jaipal singh s/o sardara singh

VIDYA PROJECT PVT. LTD.