Municipality Tender

CC road;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 15 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mis design, laid in approved fixed side formwork (steel channel, laying and foxing 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 prevision 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 finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD

CC road;Plain Cement Concrete (1:4:8) (cement: fine aggregate Coarse aggregate) under bed using coarse aggregate 40mm size machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water ec to site including seigniorage charges, sales & other tases on all materials and including all charges for machine mixing, laying concrete in under bed, ramming in 15 cm layers finishing top surface to the required level curing etc., complete for finished item of work. (APSS No. 402)BLD-CSTN-3-5.Bed for under Pipeline

CC road;Earthwork in excavation for roadway in soil and drains as per drawing and technical specifications Clause 305.1 including setting out, removal of stumps and other deleterious material and disposal upto a lead of 50 m, etc complete for where depth is less than 1.50 times the width (KBR-FNDN-1) 10.00 0.60 060