Construction of CC road, covered drain/sewer and interlocking work on the Patri from Mohalla Imiliya Bunkar Colony pitch road to via the house of Ram Prakash Yadav, Shri Prakash Rai, till the house of Shailendra Rai. (Length-CC Road-500m, Drain-480m)

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

Excavation in foundation in ordinary soil for structures as per drawing and technical specification Clause 305.1 inclusding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with suitable excavated material. as per MORD Specification 300

Concrete 1:4:8 cement, coarse sand and 40mm nominal size stone aggregrte as per D.S.R 4.1.8

Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted 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

Providing, laying, spreading and compacting stone aggregates of specific sizes 53mm to 22.4mm 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 7.50cm thickness to the required density Grading 3 as per Technical Specification Clause 405.(4.7.3) By Manual Means .

Brick masonary work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specification clause 600,1202 &1203

Construction of Un Reinforced ,dowel jointed at expansion and constuction 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 (M-30 Grade) , coarse and fine aggregrates conforming to IS :383 , maximum size of coarse aggregrate not to exceed 25mm,mixed in a concrete mixer not less than 0.20cum capacity and appropriate wieght batcher using approved mix design ,laid in approved fixed side form work (steel channel , laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing ), spreading the concrete with shovels, rakes , compacted using needle, screed and plate vibrators and finishing in continous operation joints, applying debonding stripes, primer ,sealant dowel bars near approaches to bridge/culvert and construction joints , admixtures as approved curing of concrete slabs for 14 days curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification MORD 1501

Plastering with cement mortar 1:4 12mm thick on brick work in sub structure as per tech. spec. clause 613.4 &1204

Providing concrete for plain / reinforced concrete in open foundations complete as per drawinggs and technical specifications Clauses 802, 803, 1202 & 1203

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Providing and Laying 80mm thick Rubber Moulded zig zag C.C. interlocking , filling Joints with fine sand as per 1504 NS

Providing concrete for plain / reinforced concrete in open foundations complete as per drawinggs and technical specifications Clauses 802, 803, 1202 & 1203