Municipality Tender

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

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;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 (RBR-SBBS-1)

Civil;Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the material with water in mechanical mixer (Pug Mill), carriage of mixed material by tipper, laying in uniform layers in sub-base on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH (RBR-SBBS-11B)

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 (RBR-CCPV-5)

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