ESTIMATE FOR CONSTRUCTION OFFall cum V.R.BRIDGE AT R.D. 74000 OF BANUR CANAL

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 material, dressing of sides and bottom and back filling with approved material up-to 3 M depth.

Earth work undressed with an av. lead of 2.90 km.with 1st 0.20km katcha from Vill. BhuriMajra i/c all allowances and breaking of exclsive and i/c compensation of earth etc. as per P.W.D specification complete in all respect.

Extra for laying earth as per specification for compaction in 20cm layers and dressing including the cost of rolling and watering as per P.W.D specification.

Laying plane CC 1:3:6(M10) nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed placed in foundation.

Laying plane/ Reinforcement cement concrete in sub-structure complete as per drawing and technical specification PCC Grade M-15

Laying plane/ Reinforcement cement concrete in sub-structure complete as per drawing and technical specification RCC Grade M-30

Cold twisted deformed (Ribbed/tor steel bar) bars Fe-500 grade as per IS-1786-2008 for RCC works including supply carriage loading and unloading and bending, binding and placing in position complete in all respects.

Dismantling R.C.C i/c T&P ,scaffolding and sorting the dismantled material with all leads & lifts of 100 mtrs.

Dismantling Plane Cement Concrete 1:4:8 .

Dismantling Brick work in cement.

Cement concrete lining 75 mm thick or less laid manually for irrigation channels, using cement concrete M-15 mixed in an automatic computerzied batching and mixing plant and transported to the site in transit mixers with an avg lead at 1 km (for side slopes)

Cement concrete lining 75 mm thick or less laid manually for irrigation channels, using cement concrete M-15 mixed in an automatic computerzied batching and mixing plant and transported to the site in transit mixers with an avg lead at 1 km (for coping & bed))

Shuttering for faces of Concrete.

Dressing and preparation of sub grade for side slopes.

Dressing and preparation of sub grade for Bed and Coping

Earth work for lip cutting for lining of irrigation channels inclusive of all allowance leads and dressing From 0 – 1.50 mtr

Earth work for lip cutting for lining of irrigation channels inclusive of all allowance leads and dressing From 1.50 – 3.00 mtr

Making temporary sirkisarkanda, godown 3m x 3m size with walls 2.50 mtrs height 1.50 brick thick burnt brick but including the construction of other materials .

Filling expansion joint with sealing compound complete in all respect.

Appling bitumen coat on sides of concrete lining and top of sleepers for contraction & expansion joints complete all respect.

Providing & laying 250mm wide LDPE film 150 micron on sleepers .

Putting (cement water) cement slurry with cement@ 2.25 kg per sqmt. On prepared bed and side slopes before laying concrete bed and side slopes.

RUPINDER SINGH CONTRACTOR