Rehabilitation of the Ramgarh Disty from Km. 0.000 to 14.935 (Tail) off taking at Km. 20.746 of Mahendergarh Canal

Amount

Dismantling of Brick work in cement.HSR 8.5(b)

Dismantling of cement concrete 1:4:8. HSR 8.6 (b)

Dismantling of R.C.C. 1:3:6 [HSR 8.6 (c)]

Dismantling of R.C.C with cleaning & straightening and cutting of bars.HSR 8.6(e)

Dismantling of cement concrete 1:2:4 [HSR 8.6 (d)]

Dismantling of stone soiling [HSR 8.2(a)]

Dismantling of coping of Brick Ballast (HSR 8.7)

Earth work excavation in all kind lead of soil i/c all lead/lift & other allowance with an average lead of 495 Mtr. ( HSR 6.2)

Earth work excavation in all kind lead of soil i/c all lead/lift & other allowance with an average lead of 15 Mtr. ( HSR 6.2)

10 mm thick cement sand plaster 1:5 under cc lining. (Rate as per 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)

Laying CC G M15 for coping with min. cement content 240 kg/cum 75 mm th. 230 mm wide HSR (10.64)

Filling Expansion joints with special impervious hot pour,12mm wide (HSR 19.17)

Providing and Fixing MS pipe for outlet (As per previous sanctioned Estimate of Rehabilitation of Bassai Disty.) (Copy attached)

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 meters. (HSR 6.6)

Laying cement concrete 1:4:8 with sto ne aggregate 40 mm nominal size in F&P. (HSR 10.39)

1st class Brick work laid in cement sand mortar 1:3 in F&P. [HSR 11.5]

Cement concrete 1:2:4 with stone agg. 20mm nominal size in foundation and plinth (HSR 10.41)

Cement concrete 1:1.5:3 with stone agg. 20mm nominal size for reinforced concrete work in slabs with in clination not exceeding 25 degree etc. with horizontal (HSR 10.82+10.95)

Cement concrete 1:1.5:3 with stone agg. 20mm nominal size in F&P (HSR 10.79+10.95a)

Centering and shuttering for sides and soffits of beams launchings, girders, bressumes and lintels.(HSR 9.7)

12 mm thick cement plaster 1:3.(HSR 15.4)

White washing two coats. (HSR 6.47)

Painting of plaster or concrete surface HSR (16.24+16.25+16.26)

Painting Borders and arrows up to 6 cm. in widgth (HSR Item No. 16.66 C)

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)

Cold twisted deformed (ribbed/TOR Steel) bars for RCC works were not included in the complete rate of RCC including bending, binding and placing position compete (HSR 18.22)

Credit of material (Tiles)

Old & Used steel scrap@25 per Kg

Credit of Bricks

VIDYA PROJECT PVT. LTD.