Public Works Department Tender

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C, as per Technical Specification Clause 510 for proper completion of work as per direction of Engineer-in-charge.

Construction of un-reinforced, plain cement concrete pavement with M30 grade concrete, thickness as per design, over a prepared sub base with 43 grade cement as per Clause 1501.2.2, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.20 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side framework(steel channel, laying and fixing of 125 micron thick polythene film including levelling the framework as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in a continuous operation including provision of contraction joints, applying curing of concrete slabs for 14-days and water finished to lines and grades as per drawing and MORD specification Clause 1501.

Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not not exceding 0.50 mt. in depth and work in embankmet to be n 20 cm. layers includding ramming and dressing the surface to required level and slope and also including 1.5 mt. lift and 30 mt. lead as per SL. No.253 detailed specification & direction of E/I. for Making Shoulders.