Estimate for construction of Fall at RD 45000 of Arnauli Distributary

Amount

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other matter, dressing of sides and bottom and backfilling with excavated surplus soil Depth 0-3 mtr.

Compaction of earth

Dressing of Earthwork (New work or remodelling work.)

Excavation of Soil (any type) using Hydraulic Excavator and CK 90 excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead up to 30 mtr.

Dismantling of Brick work in cement sand mortar/lime mortar including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means).

Dismantling of PCC including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means).

Cement concrete 1:4:8 with brick ballast 40mm gauge.

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Plain/Reinforced cement concrete grade M20 in sub-structure with batching Plant, Transit Mixer and Concrete Pump complete as per drawing and technical specifications with Height up to 5m.

Supplying & laying dry brick ballast.

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

Earth work for lip cutting for lining of irrigation channels including of all allowances lead and dressing (0-1.5 mtr).

Earth work for lip cutting for lining of irrigation channels including of all allowances lead and dressing (1.5-3 mtr).

Dressing side slopes and preparation of sub grade for lining

Putting 1:3 (cement: water) cement slurry with cement @ 2.25 kg/ sqm on prepared bed and side slopes before laying concrete on bed and side slopes.

Cement concrete lining 75mm thick or less laid manually for irrigation channels using cement concrete M-15 with cement content 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km including supply ,carriage, of loading and unloading of material complete in all respect (For Trapezoidal Section and Cup Section of all radius) For side slopes.

Cement concrete lining 75mm thick or less laid manually for irrigation channels using cement concrete M-15 with cement content 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km including supply ,carriage, of loading and unloading of material complete in all respect (For Trapezoidal Section and Cup Section of all radius) For Sleeper.

Cement concrete lining 75mm thick or less laid manually for irrigation channels using cement concrete M-15 with cement content 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km including supply ,carriage, of loading and unloading of material complete in all respect (For Trapezoidal Section and Cup Section of all radius) For Coping.

Filling expansion joints with special impervious hot pour 12.5 mm wide per m per cm depth including supply ,carriage, of material complete in all respect.

Filling contraction/construction joints with sealing compound complete in all respect as per design/drawing and PWD specifications.

Extra bitumen painting at 0.69 kg per sqm (on sleeper).

Providing & laying 150 micron Polythene Sheet over sleeper.

Cold twisted deformed (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 in all respects.

THE SANDHU COOPERATIVE LABOUR AND CONSTRUCTION SOCIETY LIMITED