Village Khanouda CC road construction work from Mahesh house to Captain house

Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. As per Technical Specification Clause 302 II

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 Cartage 3Km

Construction of granular sub base by providing well graded material spreading in uniform layers with Tractor mount grader on prepared surface mixing by mix in place method Tractor with rotavator at OMC,and compacting with Three wheel 80-100 KN Static Roller to achieve the desire density,complete as per technical specification clause 401.

Providing, laying, spreading and compacting WBM grading-3 stone aggregates of specific sizes to water bound macadam specifications i/c spreading in uniform thickness, hand packing, rolling with three wheeled static roller 80-100 KN in stages to proper grde and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density,complete as per technical specification clause 405.

Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203

Construction of un-reinforced, 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 screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (R.C.C. grade M 25)

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Plain/rainforced cement concrete in substructure complete as per drawings and technical specifications Clause 802, 804,805,806,807,1202 1202 & 1204 (P.C.C. grade M 20)

Plastering with cement, Coarse sand mortar (1:4) 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204