Periodical Maintenance of Kalika to Malipal road for the year 2026-27

Earth work in excavation of foundation in hard soil or gravelly soil within 50m.Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge.

Filling Sand and constructing wel compacted drainage layer above the sub-grade of road work with approved quality of dust free washed course to medium sand and as per direction of the Engineer-in charge.

Plain Cement concrete (1:3:6) with 4cm size C.B, h.g metal of approved quality and from approved quary including hoisting, lowering, and laying in layers to 10cm(4") thick to required level, ramming, watering including all cost & conveyance of all materials and labour with T&P required for the work with all taxes and royalities complete in all respects and as directed by the EIC. (i) Foundation

Above Foundation

Providing Plain Cement Concrete M - 30 in Open foundation complete nominal size HG Products of approved quality and from approved quary including hoisting, lowering, and laying in layers to 10cm(4") thick to required level, ramming, watering including all cost & conveyance of all materials and labour with T&P required for the work with all taxes and royalities complete in all respects and as directed by the EIC.

Filling bitumen and cement and jute fibre in expansion joints inclusive of cost of materials, bitumen and cement proportion (3:1) including cleaning before pouring 12mm to 25mm and 15cm depth including all cost & conveyance of all materials and labour with T&P required for the work with all taxes and royalities complete in all respects and as directed by the EIC.

Supplying fitting, with Straightening, cutting, bending, cranking, hooking, welding or jointing (if required) the HYSD steel and binding wires and binding, tying the grills, hoisting, lowering and placing in proper position as required for R.C.C. works and for providing cost, conveyance and taxes of M.S. rods or Tor steel including binding wires of 18 to 20 gauge and labour with all T&P required for the work etc. completefor ground floor or as directed by the Engineer-in-charge.

Conveying from stacks spreading moorum on road surface watering and rolling with PRR etc with all cost conveyance royalty, taxes of the materials and labour with T&P required for the work etc. complete or as directed by 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.