Municipality Tender

Construction of CC drain;Carting of earth work excavation for lead for of 4 Km including transportation, all operational and incidental charges, loading and unloading charges etc complete for finished item of work.

Construction of CC drain;Cutting CC road surface including stacking of excavated materials.

Construction of CC drain;Collection, supply and spreading of quary spell including watering, in irrespective of thickness in layers etc complete. and overheads & contractors profit complete for finished item of work. But excluding seignorage charges.

Construction of CC drain;Plain Cement Concrete (1:4:8) nominal mix using 40mm nominal size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate(sand), coarse aggregate, water etc. to site, including all operational and incidental charges, machine mixing, laying concrete in position, curing etc. complete for finished item of work but, excluding seignorage charges.

Construction of CC drain;Vaccum drying of Freshly laid floor using 100% air tight suction mate of suitable size and length vacume pump to maintain vaccum pressure 0.7-0.8 atmospheres as per the standard procedure floating with power floater, mechanical traveling finishing with sound edges and corners, including hire and operational charges of machinery labour, fuel etc., complete for finished item of work as directed by Engineer - in-charge of the work

Construction of CC drain;PCC grade M15 nominal mix using 20mm nominal size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate(sand), coarse aggregate, water etc. to site, including all operational and incidental charges, machine mixing, laying concrete in position, curing etc. complete for finished item of work but, excluding seignorage charges.

Construction of CC drain;1 Construction of plain cement concrete pavement, thickness as per design, over a prepared sub base, with 50 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS: 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed 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 21-days, curing compound (where specified) and water etc. complete for finished item of work.