Municipal Corporation Tender

Construction of C.C Drain and C.C Road;Laying of V.C.C (1:3:6) using 20 mm H.B.G Metal with Concrete Mixture including cost & conveyance of all Material, Labour charges, machine mixing, vibration, centering, laying in position, curing for 14 days etc., complete - 1 Cum. (RBR-FNDN-4) For Drain bed

Construction of C.C Drain and C.C Road;Laying of V.C.C (1:3:6) using 20 mm H.B.G Metal with Concrete Mixture including cost & conveyance of all Material, Labour charges, machine mixing, vibration, centering, laying in position, curing for 14 days etc., complete - 1 Cum. (RBR-FNDN-4) For Drain Walls

Construction of C.C Drain and C.C Road;Brick Masonary in C.M (1:6) using 2nd Class well burnt ground moulded traditional size bricks of locally available having a crushing strength of not less than 35 Kg./Sq.Cm & size of 23x11x7 Cm including cost & conveyance of Material to site, mixing of Cement Mortar & laying of bricks & mortar to specified thickness, watering, curing, including all scaffolding, hire & operational charges of Machinery, all Labour charges & all water lead charges etc. complete for finished item of work. (BLD-CSTN-3-1)

Construction of C.C Drain and C.C Road;Plastering in C.M (1:3) 12 mm thick including cost and conveyance of all Material, Labour for mixing Material, laying and curing etc., complete (BLD-CSTN-6.2)

Construction of C.C Drain and C.C 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 (RBR-CCPV-5)

Construction of C.C Drain and C.C Road;Filling with Gravel for trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH (revised RBR-FNDN-2.i)