Restoration of rain damages under FIS Rampuri in G.P.Rampuri Tehsil and Distt. Shimla .HP. (SH-C/O head weir, C.C.Channel, R/Wall at various R.Ds and C/O recharge structure at Rampuri Nallah). (Under D.C.Deposit)

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 earth work and disposal of all excavated earth upto a lead of 20 metres and lift upto 1.50 metres disposed earth to be levelled and neatly dressed.complete in all respect and to the entire satisfaction of the Engineer-in-charge.in pick jumper work 50% each.

Demolition below ground level upto 1.50 mtrs. depth and disposal of unserviceable material within 20 mtrs. lead:-

Un-reinforced cement concrete upto 15cm. thickness.

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.

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 and laying cement concrete work 1:11/2: 3(1cement:1 1/2sand:3 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge.

In foundation and plinth.

Walls (any thickness) but not less than 0.1 m thickness)attached pillasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level.

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

Hand mixed concrete lining in bed.

Hand mixed concrete lining on side slopes.

Extra allowances for form work in concrete lining:-

In bed.

Side slopes.

Prov. and laying cement concrete 1:6:12 (1cement:6sand:12graded stone agg. 40mm nominal size) and curing complete excluding cost of centring and shuttering in: a) Foundation and plinth.

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.

Prov. and laying cement concrete 1:5:10(1cement:5sand:10 graded stone agg. 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth.

Providing Mild steel/Tor steel reinforced for RCC work including bending, binding and placing in position complete upto floor two level within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge. a) Tor steel.

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 3 mtrs.and removal of the same for insitu reinforced concrete and plain concrete work in complete in all respect i/c all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

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

Stone filling behind retaining walls.

Providing and fixing on wall face PVC (D-plast) rain water pipes of working pressure not less than 4.5 kg/sqm. Including filling the joints with approved adhesive complete in all respect as per the direction of the Engineer-in-charge.

75mm dia pipes.

MANOJ THAKUR

Kuldeep Kumar Thakur

kamal kumar

Rajesh Thakur

RAVI KUMAR

HARSHIT SHARMA

NEERO DEVI

Parmod Kumar Thakur

DEVENDER KUMAR SHARMA

Ashok Kumar Thakur

Abhishek Sharma

kirpa ram govt. contractor

Sandeep Verma

Mehender Sharma