FIS Ghist Patshal, Chanliation of Patshal C/O tank field channel in Tehsil Distt. Shimla HP (SH-C/O main field channel C/O edge work in CC channel plum concrete at RD 925 1990 C/O drain channel over the Nallah at RD 610, 825 2370).

Amount

Cutting in earth work in all kinds of soil such as pick work, jumper work, blasting work and chiselling work etc. and disposal of excavated earth as directed within all leads and lifts.

Excavation in foundation, trenches,etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work, hard blasting and chiselling etc. stacking the excavated soil not more than 3 mtrs.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into plinths sides of foundations etc.then disposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within all leads and lifts. complete in all respect and to the entire satisfaction of the Engineer-in-charge.

Excavation in drains and channels etc. in earth work for pipes upto all depth in all classification of earth work such as pick work, jumper work, saturated soil i/c balling or pumping out water , blasting soft /hard rock or chiseling soft/ hard rock where blasting is prohibited in all lifts including jungle clearance wherever required, trimming and dressing of sides ,levelling of beds to correct grade including shoring /struting ,planking ,timbering and dewatering wherever required stacking the useable /unusable material/soil seperately and after laying,jointing and testing of pipes ,returning the useable soil in treches in 15 cm layers including consolidating of such deposited layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts including restoration of un-metalled surfaces to its orginal 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 whithin all leads and lifts as per direction of the Engineer-in-charge.

Excavation in earth work and disposal of all excavated earth upto a lead of 20 metres and lift upto 1.5 metres, disposed earth to be levelled and neatly dressed as per direction of the Engineer-in-charge.

Cement concrete lining 15cm. thick or less for irrigation channels, using cement concrete 1:3:6.

a) Hand mixed concrete lining in bed.

b) Hand mixed concrete lining on side slopes.

Extra allowances for form work in concrete lining:-

b) Side slopes.

Dressing side slope and preparation of sub grade for lining work in :-

a) Pick work

Dressing of Bed and preparation of sub grade for lining work in :-

a) Pick work

Prov. and laying cement concrete 1:5:10(1cement:5sand:10 graded stone agg. 40mm nominal size) with 15% plum concrete and curing complete excluding cost of form work in retaining wall/ breast wall, the size of plums shall usually be 150mm to 300mm.as per HPPWD specifications within all leads and as per the direction of the Engineer-in-charge.

Providing and laying cement concrete 1:4:8 (1cement:4sand:8graded stone agg. 40 mm nominal size)and curing complete excluding cost of form work i/c all leads and lifts and to the entire satisfaction of the Engineer-in-charge in :-a) Foundation and plinth.

Providing plinth protection 50mm thick in cement concrete 1:3:6(1 cement :3sand:6 graded stone aggregate 20mm nominal size)including finishing the top surface of concrete smooth including all leads and lifts.

Providing & laying cement concrete work 1:2:4(1cement:2sand:4 graded stone agg. 20mm nominal size) and curing complete excluding cost of form including all leads and lifts complete in all respect. a) Foundation and plinth.

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering, strutting , 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:-

a) Vertical surfaces such as walls (any thickness) ,partitions and the like including attached pillasters,buttresses, plinth and string courses and the like

b) Flat surfaces such as soffits of suspended floors,roofs, landings, and the like:-i)Floors etc. upto 200mm in thickness.

Providing Mild steel/Tor steel reinforced for RCC work including bending, binding and placing in position complete upto floor two level i/c all leads and lifts complete in all respect. :-a) Tor steel.

Parmod Kumar Thakur

CONTRACTOR

kirpa ram govt. contractor

Kuldeep Kumar Thakur