Municipality Tender

Providing concrete for M20 mix Plain/Reinforced concrete in open Foundations using 20 mm Graded material mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. - etc complete and as per SS and as directed by the officer incharge of the work But excluding seigniorage charges

Granular sub-base/base/surface course with stone crusher dust (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers mixing by mix in place method to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD. without rolling charges etc complete and as per SS and as directed by the officer incharge of the work But excluding seigniorage charges

Plain Cement concrete (1:4:8) using 40 mm metal from approve source This rate including cost and conveyance of all materials including mixing charges, laying charges, curing charges and all labour charges etc complete.as Directed by the Departmental office in charge of the work Excluding Seigniorage Charges

Cement Concrete Pavement 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. - etc complete and as per SS and as directed by the officer incharge of the work But excluding seigniorage charges