Construction of C.C.Road from Ram Prakash Yadav Khet To Rajbhar Basti via Kedar Yadav house in village-Tahirpur,Block -Pardahawn,dist- Mau

Excavation in foundation in ordinary soil (Loam clay, or sand ) including lift upto 1.5 m & lift up to 30.0 Mtr & including all to proper completion of work as per D.S.R 2.8.1

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 PWD SOR SI NO 253+231(A)

Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement in proportion of 12:6: 1 in foundation and under floors, including supply of all materials, labour and T &P etc. required for proper completion of the work.as per S1. NO. 273

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in 1:4 cement Coarse sand D.S.R 6.1.1

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 .

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

12 mm thick plaster 1:4 cement coarse sand as per D.S.R 13.4.1

R.C.C Pipe NP2 Class 300mm dia.DSR.1703.

P/F of sign board including all complete of work .

Photography chaege of site