mo wazidpur me dadwa par kansiram awas se harinath ke ghar tak mitti avam interlocking ka kary

E/w filling with 5km cartage including ramming & dressing of as per direction of E/I

E/w excavation in foundaton in ordinary soil as per S.I. No-251

P/l c.c. in 1:6:12 cement,f/sand & 40 mm gauge brick ballast as per S.I.No-273.

M-150 B/work in 1:4 cement & c/sand mortar as per S.I.No- 305(b)

2.5cm.(1") thick damp proof coarse with cement concerete consiting of one part cement 1.5 parts approved coarse sand and 3 parts approved 13 mm.(1.5") graded stone grit and including water proofing materials as ordered by the Engineer-in charge in the proportion as specified by the manufacturers.As per SOR item no. 361

12 mm thick plaster with cement mortar in proportion of 1:2 cement and fine sand of 1.25 F.M. As per SOR item No. 580

R.C.C. work in 1:2:4 cement, c/sand &20 mm gauge stone grit etc as per S.I.No-283

S/f reinforcement in R.C.C. work including all cost complete as per S.I.No-504

Construction of granular sub-base by providing well graded materials, spreading in uniform layer with motor grader on prepared surface, mixing by min place method with rotavator at OMC and compacting wih smooth wheel rollder to achive the desired densty complete as per technical specification cluase 401

Providing, laying, spreading and compacting stone aggregates of specific sizes to 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, stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Supply and laying of 80mm thick rubber molded zig zag interloking tiles joint fillup sand As per proper comber all complete etc. Chapter no. 20 Sl no. 8 Sch. PWD 6.7 Qty

S/F Inaguration board.