S/R to construction of drain in Jeypore town from Ch 342/250 to 343/150 on LHS of NH-26 for the year 2025-26 ( under urban link programme)

Earthwork in hard soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods upto 5cm to 7cm size and laying in layers each layer not exceeding 0.3m in depth etc. complete.

Filling in foundation and plinth with sand well watered and rammed including cost conveyance and royalty etc. complete.

Cement Concrete (1:3:6) with 4cm size hard granite metal in Foundation and Plinth.

RCC Work in Base, wall and slab in C.C (1:1.5:3) using 20 mm size H.G chips of approved quality including hoisting, lowering and laying concrete in layer watering and curing fou four weeks , centering, shuttering and finishing the exposed surface smooth including cost conveyance, cess and royalities of all materials with labour and T&P required for the work complete and as per direction of Engineer-in-charge. Bed

RCC Work in Base, wall and slab in C.C (1:1.5:3) using 20 mm size H.G chips of approved quality including hoisting, lowering and laying concrete in layer watering and curing fou four weeks , centering, shuttering and finishing the exposed surface smooth including cost conveyance, cess and royalities of all materials with labour and T&P required for the work complete and as per direction of Engineer-in-charge. Wall

RCC Work in Base, wall and slab in C.C (1:1.5:3) using 20 mm size H.G chips of approved quality including hoisting, lowering and laying concrete in layer watering and curing fou four weeks , centering, shuttering and finishing the exposed surface smooth including cost conveyance, cess and royalities of all materials with labour and T&P required for the work complete and as per direction of Engineer-in-charge. Slab

Supplying fitting and placing uncoated HYSD bar reinforcement complete asper drawing and technical specification.

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing and as per the direction of the Engineer-in-charge.

Earthwork in hard soil or gravel within 50m, initial lead and 1.5m initial lift including rought dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as petr direction of the Engineer-in charge.

Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per Clause 305.