Estimate for lining of peori disty RD 20137-26187 (Extension portion) off taking

Excavation in soil (any type) using hydraulic ck 90 hydraulic excavator of 0.9 cum bucket capacity including cutting, and leading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30 mtr.

Excavation of soil using hydralic JCB and hydralic tractor trolly i/c cutting and loading in trolly and transporting to the embankment locations with all lifts and avg. lead 3 KM kucca.

Extra for laying earthwork as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications.

Dressing of Earthwork

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth

Earthwork excavation in foundation and trenches

Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification

Laying cement water slurry 1:3, with cement @ 2.25 kg/sqms as on prepared side slopes before laying concrete on side slopes.

Cement concrete lining 75 mm thick or less laid manually for irrigation channel using cement concrete M-15with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer .

Shurrtring for faces of concrete lining on side side slops & bed complete in all respect as per design/drawing and pwd specifications.