C.C. road and drain construction work from Bisht Kirana to Dinesh Raghav house in Sai Enclave, Village Chipiyana.

E/W embankment cutting or inembankment inordinary soil, excavation to be in the form regular pits not exceeding 0.50M in depth and earth work in embankment to be in 20cm Layers including remming and dressing the surface to required level and slope and also including 1.5M lift and 30 mrt lead. The earth from cutting to be use in making embamkment or to be deposite as spoil banks with in 15.00 km distance as directed by the Engineer incharge.i/c Royallity as S.I. No. 253

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 desired density, complete as per Technical Specification Clause 401.

Providing, Laying, Spreading and compacting WBM grading-3 stone aggregates of specific sizes ot water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel 80-100 KN static roller in stages to proper grade 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 Specfication 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 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, 6.4

Providing Concrete for reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202 &1203 RCC Grade M-20

Supplying fitting and placing TMT bar reinforement FE-550 in substructure complete as per Drawing and technical Specification Clause 1002,1005 1010 & 1202

Supply & fixing of MS Sign Board i/c painting, letter writing etc. complete.