Municipal Administration Department Tender

Laying of 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 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.

Laying of CC Road;BLD-CSTN-3-5 (22) -Using Concrete mixture all works up to Plinth Level: Plain Cement concrete nominal mix (1:4:8) prop (Cement : fine aggregate : coarse aggregate ) using 40mm size Hard Granite Machine Crushed Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site , seigniorage charges on all materials , labour charges , for mixing , laying, concrete , remming 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work for foundation and under flooring bed

Laying of CC Road;Supply and Filling with Crusher Stone Dust as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH including cost and conveyance of all materials and labour charges etc., complete for finished items of work.

Laying of CC Road;Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with initial lift of 3 mts and lead up to 50m as per Technical Specification Clause 302.3 MORD