Municipal Corporation Tender

Construction of CC Drains and Slab Culverts;PCC 1:2:4 using 20 mm and 10mm for Walls

Construction of CC Drains and Slab Culverts;R.C.C grade M 20 (Design Mix) using 20 mm Graded Metal (MORTH)

Construction of CC Drains and Slab Culverts;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work

Construction of CC Drains and Slab Culverts;RBR-CCPV-5- 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 53 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 curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.-for roads

Construction of CC Drains and Slab Culverts;Supply of 25.4 mm thick masticpad, placing the same 25mm below top of the pavement slab sealing with hot sealing compound(Grade A, ISI ) polysulphide at 5.00mts intervals in C.C Pavement including cost and conveyance of materials, labour charges for placing in position for expansion joints conforming to MPRTH Specificatio No.602

Construction of CC Drains and Slab Culverts;Carting of the Exavated earth upto a lead upto 5 km beyond the initial lead of 1 Km from site including loadingand unloading as per the engineer in charge.