Estimate for Reconstuction Tail of Lamochar Minor and its patches between RD 27100 to 31900

Amount

Excavation of soil using hydraulic Excavator and tippers I/C cutting and loading in tippers and transporting to the embankments location with all lifts and leads. Note- For Katcha Road rates will be increased by 20% (CSR 19.39 a & b)

Disposal/carraige from 0m upto 450m

Disposal/carraige for every additional 1km upto 10km

Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing 0 to 1.5 m depth (CSR 19.19-(a))

Dressing of side slopes and preparation of subgrade for lining Single layer brick lining for irrigation channels. (CSR Item 19.02)

laying Brick on edge coping 229 mm wide and 115 mm thick in cement sand mortar 1:3 (CSR Item 19.31)

Dressing of earth work for new work or remodeling work Unit CSR 6.3 (i)

75mm thick bricks laid in 1:3 cement sand mortar over second layer

Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes (CSR 19.12)

EARTH WORK Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. (CSR Item 6.19)

Compaction

Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling. (CSR Item 24.5 (c )-(i))

Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction 24.5 (c )- (ii)

Extra for rolling to specifications

Any Other Item

THE NAV NIRMAAN COOP L AND C SOCIETY LTD