Rehabilitation of Jatwas Minor from Km. 0.000 to 3.000 (Tail) and Khatodra Minor from Km. 0.000 to 4.800

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)

Dismentling brick work, tile measonary , tile lining etc (HSR Item No.8.5 (b)) @ 35.60+550% = 231.40

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

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)

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

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

Dismentling cement concrete 1:2:4 [HSR 8.6 (d)] @ 71.85+550% = 467.02

Dismentling cement conrete 1:4:8 [HSR 8.6 (b)] @ 37.40+550% = 243.10

Dismentling cement concrete 1:3:6 [HSR 8.6 (c)] @ 51.35+550% = 333.72

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+86.97)+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

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

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 15.6) @ 11.60+600% = 81.20

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

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

Providing, lowering, cutting, jointing and testing RCC pipe class NP3 as per IS 458-2003 with spigot and socketted joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber ring ISI marked etc. 900 mm dia (HSR 29.96 viii) @ 3922.10

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

Credit of Material (Tile Massonary)

Credit of Material (Brick Massonary)

VIDYA PROJECT PVT. LTD.