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

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 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), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,

Earth Work in excavation for struction as per drawing & technical specification claus 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious matter, dressing of sides & bottom, backfilling the exavated earth to the required extent and ultising the ramaining earth localty for raod work (as per MORD-302(i) SI 3.5)

PCC 1:4:8 Sor NO 280

Brick work in 1:3 cement Mortar= SOR No 307a

Plastring with cement mortar 1:3 C:CS Sor No 582

PCC 1:2:4 with 6mm SOR No 279a