Municipality Tender

Civil;Earthwork excavation in Ordinary soil by Mechanical Means upto 3 m depth including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH (RBR-FNDN-1(B))

Civil;Filling with Dust for trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH (revised RBR-FNDN-2.i)

Civil;Plain Cement Concrete corresponding to M 15 Grade as per IS 456 equivalent to (1:2:4) proportion nominal mix using 20 mm H.B.G Metal from approved quarry including cost and conveyance of materials to site, all operational, incidental and labour charges such as mixing, laying, curing concrete etc., complete for finished item of work

Civil;Plain Cement Concrete corresponding to M 15 Grade as per IS 456 equivalent to (1:2:4) proportion nominal mix using 20 mm H.B.G Metal from approved quarry including cost and conveyance of materials to site, all operational, incidental and labour charges such as mixing, laying, curing concrete etc., complete for finished item of work

Civil;Construction of Granular Sub-Base by using Quarry Rubbish (Table 400.13) by mix in place method spreading in uniform layers on prepared surface and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD (RBR-SBBS-12)

Civil;Laying P.C.C (1:4:8) using 40 mm H.B.G Metal with Concrete Mixture including cost & conveyance of material, Labour charges, centering, Machinery, laying in position, vibration, curing for 7 days and all incidental charges etc., complete (BLD-CSTN-2.5)

Civil;Providing R.C.C M 20 design mix using 20 mm H.B.G metal using concrete mixer including cost & conveyance of material, Labour charges, centering, Machinery, vibration, curing for 14 days & all incidental charges etc., complete (RBR FNDN-4-Cii)

Civil;Fabrication of reinforcement and placing in position of H.Y.S.D bars complete as per drawings and technical specifications for bars below 36 mm dia including overlaps and wastage including cost of steel and binding wire etc., complete to S.S (BLD-CSTN-2.18)

Civil;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 & fine aggregates conforming to IS:383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, scared & plate vibrators & finished in continuous operation including provision of contraction & expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert & 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 Tech., Specification Clause 1501 MORD (RBR-CCPV-5)

Civil;Filling with Quarry Rubbish for trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH (revised RBR-FNDN-2.i)