S/R TO RD ROAD TO LASTALA AT CH.1/750 KM

Earthwork in excavation in hard soil as per drawing and technical specification Clause 305 and 1104 of MoRD includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead & lift, dressing of sides and bottom and back filling with excavated suitable material upto 3mt. as per direction of Engineer-in-Charge.

Filling in Foundation and plinth with fine course sand in 23.5cm thick layers free from organic and materials,well watered and rammed including all cost,conveyance,royalty taxes all materials and all labour T & P articles required for the work including 1% cess etc, complete as per specification and direction of the Engineer-in-charge.

Plain Cement concrete in open foundation complete as per Drawing and tecnical specifications with cost of all labour and materials. PCC Gr M-15 .(a)Without centering &Shuttering

Plain Cement concrete in open foundation complete as per Drawing and tecnical specifications with cost of all labour and materials. PCC Gr M-15 .(b)With centering &Shuttering

Laying Reinforced Cement Concrete Pipe NP3/ Prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, back filling, concrete and masonry works in head walls and parapets as per Technical Specification Clause 1106.

Providing Weepholes in brick masonary/stone masonary/plain/ reinforced concrete abutment, wingwall , return wall with 100mm dia. AC pipe extending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clause 614,709,1204.3.7

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