GRAM PREMAPUR ME PICH ROOD SE SHAMSHANA GHAT TAK CC ROAD KA NIRMAN WORK

Work

Construction of embanikment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, gradding to required slope and copacting to meet requirment of tables 300.1 and 300.2 with a lead up to 1000 m as per technical sification clause 301.5

Construction of granular sub-base by providing well 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 to achieve the desired density, complete as per Technical Specification Clause 401

Providing, laying, spreading and compacting stone aggregates of 53mm to 22.4mm sizes (Crusher broken) to water bound macadam (WBM III) specification including spreading in uniform thickness, hand packing, rolling with smooth wheel 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.(WBM III)

Cement Concrete Pavement: Construction of un-reinforceced ,dowel jointed at expansion and consruction joint only, plai cement concrete pavement, thickness as per design ,over a prepaired sub base withh 43 grade cement or any other type as per clouse 1501 .2.2. M-30 grade corse and fine aggregates confirming to IS:383 maximum size of coarse aggregates not exeding 25 mm mixed in a concrete mixer of not less than 0.2 cum. capacity and apropreate weigh batcher using approoved mix design laid in a approoved fixed site form work (steel chanel ) laying and fixing of 125 micron thick polythene film wedges steel plates including levelling the form work as per drawing ,speading the concrete with shovels rackes, compacted using needle screed and plate vibrators and finished in continuous oparation including provision of contraction and expansion ,construction jointes, applying debonding strips, primer,sealant dowel bars ,near aproches to bridge /culvert and construction joints admixtures as approoved curing of concrete slab for 14 days.using curing compounds(where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501.

Supply of informatory MS Sign Board i/c all supply all labour material and painting & writing T&P etc all complete work