Municipality Tender

development of Park;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. [RBR-CCPV-5]

development of Park;Plain Cement Concrete - Nominal Mix (1:2.5:5) Prop with 40,20,10 mm metal hand mixing including cost and conveyance of all materials and labour charges etc., complete for Concrete Bed.

development of Park;Plain Cement Concrete - Nominal Mix (1:3:6) Prop with 20mm metal hand/machine mixing including cost and conveyance of all materials and labour charges etc., complete for Walls.

development of Park;Plain Cement concrete (1:4:8) using 40 mm metal with Concrete mixture. Inlcuding Cost and Conveyance of all materials and labour charges, All work upto plinth level. Including Seiniorage Charges BLD-CSTN-2-7 (14)

development of Park;Earth work excavation and depositing on bank with initial lead of 10mts and lift of 2mts in clayey BC soil and ordinary gravel etc ( Main Gate Position)