Municipality Tender

CC Road;P.C.C (1:4:8) mix using 40 mm size HBG M/c metal from approved quarry including cost and conveyance of all metirials to site its seignorage and all taxes and labour charges for mixing mechine mix, laying and ramming with heavy rammers etc., complete as per SS

CC Road;PC.C.(1:3:6) mix using 20 mm size HBG machine crushed Graded metal from approved quarry including cost and conveyance of all materials to site and its seignorage and lobour charges for centering, mixing machine mix, laying and vibrating etc., complete as per SS and as directed by the departmental officer incharge of the work. But excluding seigniorage charges

CC Road;Plain Cement concrete (1:3:6) Nominal Mix with 20mm graded HBG SS5 m/c metal including seignoiorage, blasting charges, machine crushing charges and including cost & conveyance of all materials and labour chages for laying, concreting, watering and curing etc complete.Pg No.489 RBR-FNDN-4A(I-i) for For Side Wall of Drain up to 600mm height and kerb Wall

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. Unit = cum Taking output = 75 cum (172.50 t)(100 x 3.75 x 0.200)

CC Road;Plastering in CM (1:4) 12mm thick including cost and conveyance of all materials to site, its seignorage and labour charges for mixing mix, laying and finishing etc., complete as per SS and as directed by the departmental officer incharge of the work. But excluding seigniorage charges