Construction of WHS in Baldoon Nallah in Nurpur Forest Range

Amount

Excavation in foundation trenches upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing or pumping out water, blasting soft /hard rock or chieselling soft hard rock where blasting is prohibited in all lifts including trimming & dressing of sides s leveling of beds to correct grade including shoring/strutting planking, timbering & & dewatering wherever required stacking the serviceable and unserviceable material / soil separately and after laying, jointing and testing of pipes, returning the unserviceable soil in trenches in 15cm (Fifteen centimeter) layers arde including consolidating of such deposited layer by ramming and watering & then disposing of all surplus excavated soil unserviceable material as directed within all leads and lifts including restoration of un metalled surface to its original condition 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 with in all leads and lifts as per directions of Engineer-in-Charge.

Providing and laying Cement concrete 1:3:6(1Cement:3 sand:6grased stone aggregate 20mm.nominal size) and curing complete excluding the cost of from work.

Providing and laying cement concrete 1-2:4(1cement:2sand:4grased stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in

Providing form work with steel plates 3.15mm.thick welded with angle Iron in frame 30x30x5mm. So as to give a fair finish Including centering,shuttering and propping etc. with wooden battens and ballied height of propping and centring below supporting floor to ceiling not exceeding 4.00 mtrs. and removal of the same for in-situ reinforced concreta and plan.concrete work in

Providing tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level within all leads and lifts as per the direction of Engineer-in- Charge.

Providing and fixing sluice valve 500mm dia

Providing, Laying jointing & testing of MSERW pipe 500mm,dia having 6.10thickness including cost of flanges, parent tubes conforming to IS:1978 19823 and testing pressure mentioned below in a random length of pipe is 4-7mtrs.and the pipe should be welded with M.S.flanges conforming to table 28, and the elding should be done in two layers on both the faces to make the joints including required Nos & size of M.S.Nuts & bolts and asbestos fibre jointing gasket(compressed sheet as per the direction and satisfaction of the Engineer-in-charge

RAVI DATT

RAJESH SINGH