Restoration of fall at RD 21000 of Sidhwan Minor

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 deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil. (Depth upto 3 m)

Preparing, watering and ramming surface for laying concrete.

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.

Cement concrete 1:4:8 mixing by manual means

RCC Grade M25 Using Concrete Mixer For Solid slab super-structure including centering and shuttering Height up to 5m

RCC Grade M20 Using Concrete Mixer For Solid slab super-structure including centering and shuttering Height up to 5m

Supplying & laying dry brick ballast.

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

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.

Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :-(b) 0 to 1.50 mtr depth

Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe-500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete.

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)

Any Other Item

ARIHANT PIPES