Construction of C.C road and drain At ward No. 16 Moh- Pragati Vihar at H/o Shri Ravi Sharma to H/o Mamta Sharma and H/o Shri arvind to H/o Shri Bhanu Pratap, in front of Ghair Ravi Rajput and Nagibabab P.W.D. road to H/o Shri Vinay B

Dismentling old C.C Road/ I/c All Completion of work.

Disposal of refusse dismantled material up to distance 5 km at Site.

Dismentling old B/W I/c All Completion of work.

Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

Concrete with 4cm gauge approved Stone ballast, coarse sand and cement in proportion of 8:4:1 including supply of all materials labour and completion of the work .S I no 281

M-150 brick work in 1:3 with cement,coarse sand mortar including supply of all material,labour and T&P etc.required for proper completion of work.

12mm thick Plaster in 1:3 with cement,coarse sand mortar including supply of all material,labour and T&P etc.required for proper completion of work.

WBM Grading 3 (22.4-53 mm Stone ballast) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam 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.

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 , 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, Using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

R.C.C work in 1:2:4 with cement,coarse sand and stone ballast of 2cm guage including supply of all material,labour and T&P etc.required for proper completion of work

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as and technical specifications Clauses 1000 and 1200 Sr. No. 11.7.

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