Estimate for concrete lining of Sidhwan Canal RD 272075-288760

Amount

Excavation in soil (any type) using hydraulic excavator CK 90 with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections including all lifts and combined lead upto 30 m

Earthwork for compaction in 20 cm layers and dressing. Extra for watering the earth. Extra for rolling to specifications.

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

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above1.5 mtr depth but upto 3.0 m

Earthwork excavation in foundation, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and side 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 metres.

Dressing of Side Slopes and prepration of sub grade for lining

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

Cement concrete lining 10cm. thick or less (75mm) with mechanical Paver for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km ((a)) Computerized Batching & Mixing plant mixed concrete lining on bed and on slide slopes upto vertical height 2.0m.

Cement concrete lining 10cm. thick or less (75mm) with mechanical Paver for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km ((a)) Computerized Batching & Mixing plant mixed concrete lining on side slopes for vertical height above 2m but upto 3.5m.

Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII)

Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Filling Contraction/Construction Joint with sealing compound complete in all respect

Filling expansion joints with special impervious hot pour 12.5 mm wide.

Extra bitumen painting painting at 0.69 Kg. per sqm

Laying 250 mm wide LDPE film of 150 micron over sleepers for expansion and construction joints, complete in all respect

C. Conc. 1:3:6 with stone ballast or shingle mixing by manual means

C. Conc. 1:2:4 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type

Jungle clearance on running canals and branches and drains with discharge above 9 cumecs (Heavy Growth)

Excavation of soil using hydraulic excavator and tractor trolley i/c cutting and loading in trolley and transporting to the embankment location including all lifts and leads excluding royality. (Rural)

SUKHDEV SINGH CONTRACTOR (BID ID -638828)

JASWINDER SINGH CHAHAL GOVT CONTRACTOR (BID ID -638976)