Construction of CC road and drain from the house of Sardar Yadav (Sharda Yadav) to the dera in ward number 06 Rani Laxmi Bai Nagar of Nagar Panchayat Rajapur of District Chitrakoot

Earthfilling of soil upto 5km.

Excavation in foundation in ordinary soil(Loam clay or sand) including lift up to 1.5meter (5ft) and lead upto 30m (100ft) and including filling warening & rimming of excavated earth into the trenches or into the space between the building and the sides of SI No. 251

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader 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.

Concrete with 4 cm. gauge stone ballast fine sand of 1.25fm and cement in proportion of 1:4:8 in foundation and under floors with ass labour for completion of work SI No. 281

R.C.C. works cement appoved coatsesand and 2cm (1.5") gauge approved stone ballast in the proportion 1:1.5:3 in Raft foundation & footing excluding supply of reingrcement and its binding , but including its fixing and binding the same with 24 B.W.G.I. binding wire an including necessary cantering and shuttening etc. SI No. 283

R.C.C. works cement appoved coatsesand and 2cm (1.5") gauge approved stone ballast in the proportion 1:1.5:3 in Raft foundation & footing excluding supply of reingrcement and its binding , but including its fixing and binding the same with 24 B.W.G.I. binding wire an including necessary cantering and shuttening etc. SI no. 286

Mild steet of iron in plain work such as reinforced concrete/brick work (which not including all over rates) wrought to required shape as necessary including bending supply of steel, its wastage and hook and authorized over lapping shall be measured. SI. No. 504

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

Supply and fixing of granite stone withe letter writting of boards in completed one job.