Balnce work Providing Sewerage scheme to left out Nadaun Town and Left out area Nadaun Town in Tehsil Nadaun Distric Hamirpur

Demolition below G.L upto 1.5 Mtrs depth and disposal of unserviceable material with in 20 metres lead un-reinforced cement concrete upto 15 cm thickness of sewerage pipe line complete in all respect.

Excavation on foundation trenches ( for pipes and pits in all depths etc. ) in all lifts and in all kinds of soils such as pick work ,jumper work ,saturated soil including balling or pumping out water, blasting soft /hard rock or chieselling soft/hard rock where blasting is prohibited ,on all lifts including trimming and dressing of sides,levelling of beds to correct grade including ,shoring,struting,planking,timbering and dewatering .wherever required ,stacking the useable and unuseable material /soil separateiy and after laying,jointing and testing of pipes returing the useable soil in terenches in 15 cm (fiften centimeter) layers inckug=ding consolidating of such seposited layer by ramming and watering and including cost of diversion for traffic, night signals ,fixing caution boards ,crossing over trenches for access to houses, fencing etc. complete in all respect within all leads and lifts as per the directions of Engineer- in- Charge.

Laying Jointing D.I. pipe 150MM dia with wall thickness of 5.00mm outer dia 170mm having weight of pipe 22.75.Kg per Rmt & test pressure of 1.75 Mpa jointed with S&S pipe with CML (S.B.R.) tyton push on joint conforming to IS:8329-2000 jointed within all leads and lifts and to the entire satisfaction of engineer-in charge.

Stone soling properly hand packed filling interstices with spalls and consolidating with power road roller to the required gradient and camber including spreading watering and rolling of binding materials moorum or earth etc. 100mm spread thickness (finshed work including materials and labour).within all leads and lifts and to the entire satisfaction of Engineer-in-charge)

Cement concrete 1:2:4 ( 1 cement 2 sand 4 graded stone aggregate 40mm nominal size) in pavements roads texi tracks and runways laid to required slope and camber including compaction traping finished and curing complete.within all leads and lifts and to the entire satisfaction of Engineer-in-charge)

Wearing coat with broken or crushed stone aggregate of size 63mm to 40mm including sorting and spreading to the complete and consolidating with power road roller to the required gradient and camber including spreading and consolidation of binding materials .within all leads and lifts and to the entire satisfaction of Engineer-in-charge)

Preparing surfaces by brusing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. water bound macadam surface.(new) within all leads and lifts and to the entire satisfaction of Engineer-in-charge)