Tender For CC work from Nagla Khushali Marg to Lakhanu Pura Marg Ambedkar Park in Village Panchayat Lakhanu - Clearing & grubbing road land including uprooting wild vegetation grass bushes shrubs sapling and trees of girth up to 300 mm 2 Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5(Widening of patari) 3 Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50m as per technical specification clause 302.3 4 Providing concrete for plain concrete in open foundation complete as per drawings and technical specification clause 802,803,1202 &1203 5 Plane/Reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802,804,805,806,807, 1202&1204 6 Supply, fitting and placing with MS bar rainforcement as per drawings and technical cpecification clause 1002, 1010 and 1202 7 Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mountedgrader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. 8 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. 9 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 size of coarse aggregate not exceeding 25 mm, mixed 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, screed 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, 10 Supply and Fixing of Information board
