Special Repair of Nikhirahat to Dakhinapada Road for the year 2026-27.

Dismantling of existing structures like culverts, bridges, retaining walls and other sturcture comprising of masonry, cement concrete wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead of 1000m as per Technical Specification Clause 202 & as per direction of the Engineer-in-Charge.

Filling foundation and plinth with sand well watered and rammed including cost, conveyance of materials, labour T&P, royalty etc. complete as per direction of the Engineer-in-charge.

Providing P.C.C. (1:3:6) in foundation with appropriate size of aggregates of approved quality including hoisting laying concrete, formwork, cost & conveyance of materilas, labour, T&P, royality, taxes,curing etc.complete as per direction of the Engineer-in-charge.

Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement & M-30 (Grade) PCC, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 20 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing, compacting & curing), etc. complete as per direction of the Engineer-in-charge including construction of contraction, expansion and construction of joints.

Earth work in hard soil by mechanical means over and above initial lead and lift including rough dressing and breaking clods 5cm to 7 cm size and laying in layers not exceeding 0.3m in depth with cost of transportation, all labour, T&P, royality etc. complete as per direction of the Engineer-in-charge.

Earth work in excavation of foundation in hard soil with all leads and lifts and to required depth including dressing and levelling the bed and depositing the excavated materials away from work site etc.complete as per direction of the Engineer-in-charge.

Providing P.C.C.(1:3:6) in sub-structure with appropriate size of aggregates of approved quality including hoisting laying concrete, formwork, cost & conveyance of materilas, labour, T&P, royality, taxes,curing etc.complete as per direction of the Engineer-in-charge.

Providing gravel backing to revetments & slope of road embankment with good latrite conveying of moorum from stacks at work site or at approved stacking yard with cost, conveyance, royalty, labour, T & P etc complete as per direction of the Engineer - in - Charge.

Providing weepholes in brick masonry /stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and as per direction of Engineer-in-charge.

Providing and fixing of informatory sign board 1.2m x 1.0m x 1.6 mm M.S. plate with 2 Nos angle iron post along with excavation, PCC in post, painting & lettering etc. complete to shape as per direction of the Engineer-in-charge.