Municipal Corporation Tender

Laying of CC Road;Filling with Stone dust/quarry rubbish in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Laying of CC Road;Carting of the Exavated earth upto a lead upto 4-5 km beyond the initial lead of 1 Km from site including loadingand unloading as per the engineer in charge.

Laying of CC Road;Earthwork in excavation for as per drawing and technical specifications Clause 305.1 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( PIPE LINE TRENCHES & DRAINS) Manual Means

Laying of CC Road;Supplying and placing seperation membranes of impermeable plastic sheeting 1235 microns thick under payments slab including cost and conveyance etc complete

Laying of CC Road;Supply of high performance expansion joint fillet board conforming to IS 1838 25mm thick Supply of high performance expansion joint filler board conforming to IS: 1838 - 25 mm THICK-for roads

Laying of CC Road;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

Laying of CC Road;Construction of granular sub-base by providing well graded / Close Graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site upto lead of 1000 m spreading in uniform layers with motor grader on prepared surface and compacting with smooth wheel roller 80-100 kN/ vibratory roller 80-100 kN to achieve the desired density, complete as per Technical Specification Clause 401 For Graded I material (CBR value minimum 30)

Laying of CC Road;Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3 MORD / 301 MORTH