Municipal Administration Department Tender

BOQ;Cement Concrete pavement 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 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 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

BOQ;Plain cement concrete nominal mix (1:4:8) prop cement fine aggregate: coarse aggregate using 40 mm size Hard Granite Machine CrushedMetal including cost and convenience of all materials like cement, sand, coarse aggregate water etc., to site, labor charges, for mixing, laying concrete, ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work for foundation bed.

BOQ;Collection & Spreading with Carted Stone Crushed Dust/Good Earth/Sand / Gravel Collected in required thickness (cost of Sludge farm yard manure or / and Goof Earth / Gravel to be paid for separately) as per Technical specification 307 MORTH

BOQ;Supply and filling with Gravel from approved quarry including cost and conveyance, watering,ramming layer by layer of 15cm th , tamping levelling etc .com

BOQ;Earthwork excavation for foundation and depositing as site with an initial of 10 mts and lift 2.0 mts in clayey soils like black cotton, red earth, hard gravel earth mixed with 50% fair size boulders including cost and conveyance of all materials incidental Charges etc., complete.