Narayanpur ward antargat lakshamanpur me manoj singh ke makan no-SH 5/112 R se shiv mandir tak siwar v sadak nirman ka karya

Earthwork in cutting or in embankment in ordinary soil excavation pits not exceeding 1/2 meter (20") in depth and earth work in enbankment to be in 20cm (8") layers, including ramming and dressing the surface to required levels and slopes and also including 1.5m (5") lift and 30m (100') lead. the earth form cutting to be used in making embankent or to be deposited as spoil banks within 30m (100') distance as directed by the E/I. I/C Compaction in Layer by Road Roller S.I.No-253 Cartege of 8km

Earthwork in Excavation of foundation in ordinary soil including lift upto 1.50 m and lead upto 30 m , and inculiding filling ,watring and ramming of Excavated earth in the space between building and the sides of foundation trenches or into the plinty and removal and disposal surplus warth as directed by Engineer -in-charge upto a sistance of 30 m from the foundation trenches as per SI No.251

Making of connection of Drain/sewer lines with existing maholes i/c braking into and making good the wall floor with 1:2:4 cc and 1:3 cement and Coarse sand plaster and finished with neat cement for pipe size 100to 250mm dia as per DSR 19.21.1

Providing , laying spreading and compacting stone Agrigates of specific sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling ,with three wheel 80-100 kn static Rollar in stage of proper grade and camber , applying and brooming stone screening /binding material to fill up the interstices of coarse aggrigates ,watring and compacting to the required density Grading -3 as per Technical Sprcification clause 401. By Manual Means

Green

12mm thick plaster in wall in/out side in 1: 4 in cement f/sand mortar work SI 584