Nagar Panchayat Jahangeerganj Ward no13 fattepur khas me hanuman mandir se nandu pradhan ke ghar tak c.c. marg and nali nirman ka karya.

E/w excavation in foundaton in ordinary soit as per S.I. No-251 Supporting wall for CC Drain

Disposal of excavated material from site upto 5 Km

P/L.C.C.in 1:6:12 in foundation with cement fine sand & 40 mm gauge b/ballast as per S.I.No 273 Supporting wall for CC Drain

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

2.50cm. (1") thick damp proof coarse with cement concrete consisting 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 Drain

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 Drain

R.C.C. work in 1:1.5:3 cement, c/sand &20 mm gauge stone grit etc as per S.I.No-284B Drain

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 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.

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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.