Providing water facility to post of ITDP Nesang in GP Nesang Tehsil Pooh Distt Kinnaur HP

Cutting in earth work in all classification of soil such as pick work, Jumper work, jumper blast, blasting and hard blasting by chiselling including saturated soil stacking the serviceable and un-serviceable material separataly and disposing of surplus unserviceable execavated earth up to all leads and lifts as per direction of the Engineer-in-Charge at site.

Excavation in foundation trenches etc. in earth work in all classification of soil such as pick work,jumper work saturated soil including balling out of water,blasting soft/hard rock or chiselling, soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides levelling of beds to correct grades including shoring,strutting, planking,timbering and dewatering where ever required, stacking the useable/serviceable materials/soil separately and returning the useable soil in 15cm layer including consoildating of each deposited layer by ramming and watering and then dispositing of all surplus excavated soil useable material as directed with in all leads and lifts including restoration of unmentalled surfaces 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 direction of Engineer-in-Charge at site.

Excavation in earth work in all classification of soil and disposal of excavated earth upto a lead 20 mtrs and lift up to 1.50 mtrs disposed earth to be levelled and neatly dressed with in all leads and lifts.

Providing and laying cement concrete 1:4:8 (1Cement :4 sand:8graded stone agg. 40mm nominal size.) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts.

Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm .so as to give a fair finish including centring ,shuttring ,strutting and propping etc.with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for insitu-reinforced concrete and plain concrete work in:- Vertical surfaces such as walls (any thickness) partitions and the like iincluding attached pillasters,buttersses,plinth and string courses and the like with in all leads and lifts.

Flates surfaces such as softs of suspended floor,roofs landing and the heights up to 200mm in Thickness with in all leads and lifts.

Providing and laying cement concrete 1:3:6 (1Cement:3Sand:6 Graded stone agg. 40mm Nominial size) excluding cost of centering and shuttering in foundaion and plinth with in all lead and lifts.

Foundation footings bases of columns and the like and mass concrete.

Walls (any thickness but not less than 0.1m) including attached pilasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level) inculding all leads and lifts as per direction of Engineer-in-Charge at site.