Construction of inlet at K.M. 14.527 L of SYL Canal.

Amount

Earth work excavation in foundations & trenches etc in all kind of soils, not exeedings 2 mt. depth i/c 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 layer with compaction i/c disposal of all surplus soil as directed within a lead of 30 mt.(HSR 6.6).

Earth work excavation/filling in all kinds of soil including all lead lift and any other allowance with a combined lead of 495 mtr. (HSR 6.2 (b)(c)(i)(ii)(iii) & 6.3(i)

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

First class cement sand mortar 1:3 in foundation & plinth (HSR 11.5).

Cement concrete 1:1.5 :3 with stone aggregate 20mm nominal size for reinforced concrete work shelves excluding steel reinforcement but i/c centering and shuttering laid in position complete in all respect. (HSR 10.81+10.95 (a)

FE-500 TMT Steel bars for R.C.C. works where not i/c in the complete rate of RCC i/c bending, binding and placing in position complete. (HSR 18.22)

Dry brick on edge paving sand grouting over 50mm thick earth and mud plaster. (HSR 14.20)

Single layer brick lining for irrigation channels for discharge above 1000cs (HSR 19.32(b)

Sh.Devender Sharma Contractor