Municipality Tender

Civil;Construction of Granular Sub-Base by providing Close graded Material, spreading in uniform layers on prepared surface, mixing by mix in place method compacting with rotavator to achieve the desired density, complete as per technical specification clause 401 MORD / MORTH - 1 Cum. (RBR-SBBS-1) For Grading I (CBR Value minimum 30) Material

Civil;Filling with dust for trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH

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

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, all operational, incidental and labour charges such as mixing, laying, curing concrete etc., complete

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, all operational, incidental and labour charges such as mixing, laying, curing concrete etc., complete

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

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

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 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 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 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