Construction of Inlet at RD 231800/L of BML-HB-BB-MPLC to protect agriculture land of village Pai and avoidance of damages to channel.

Amount

Earthwork in excavation in cutting in all types of soil with an average lead 30 mtr HSR 6.2 (b) + 6.2 c (i)

Re-handling of earth work with a combined lead upto 15 mtr. @ (586.60 – 20%) + 425% = Rs. 2463.72/100 cum

Extra for laying and watering the earth as per specifications for compaction in 25 cm. layers and cost of rolling to specifications with road roller/sheep foot roller and tractor or any other like machinery. HSR 6.2(g)

Shuttering for faces of concrete foundation and foundation beam(9.13)

Preparing watering and ramming surface for laying concretein Channels (ii) Glacis and Crest HSR Item No. 10.122(b)(ii)

Cement concrete 1:3:6 with stone aggregate 20mm nominal size in foundation and plinth(10.40)

First class brickwork laid in cement sand mortar 1:3 in foundation and plinth(11.5)

CC 1:2:4 with stone aggregate 20mm nominal size for rcc work for walls(10cm to 20 cm thickness) straight and curved excluding steel reinforcement but including centering shuttering laid in position complete in all respects. HSR 10.87 + 10.95 (A)

Cement Concrete 1:1.5:3 with stone aggregate 20mm nominal size in first storey upto meters above plinth level. HSR Item No. 10.60

Cement Concrete 1:2:4 with stone aggregate 20mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centering and shuttering, laid in position complete in all respect HSR 10.82 + 10.95 (A)

Fe 500 Eqr TMT steel bars for RCC works, where not included in the complete rate of RCC including in the complete rate of RCC including binding and placing in position complete (HSR 18.22)

Single Layer brick lining for irrigation channels for discharge up to 150 cusec consisting of first class bricks in cement sand mortar 1:3 over 10mm thick cement mortat 1:3 over 10mm thick cement plaster 1:5 over prepared sub grade for side slope of channel B. on side slope HSR 19.30

Single Layer brick lining for irrigation channels for discharge up to 150 cusec consisting of first class bricks in cement sand mortar 1:3 over 10mm thick cement mortat 1:3 over 10mm thick cement plaster 1:5 over prepared sub grade for bed of channel HSR 19.30 (A) bed

Designing, approval of drawings, Providing and fixing gates and gearing as per approved specifications and design complete in all respect (L.S rate adopted at Rs. 50000/- per sq. mtr.

RAMDHARI GOVT CONTRACTOR