Restoration of rain damages of FIS Shilli Baggi in G.P.Baggi Tehsil and Distt.Shimla.HP.(SH-C/O C.C.Channel and retaining wall for the protection of channel).

Amount

Demolition of existing channel bed complete in all respect.

Demolition of existing channel sides complete in all respect.

Dressing of bed & preparation of sub-grade complete in all respect.

Dressing of side slope & preparation of sub-grade complete in all respect.

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 slopes.

In Side slopes.

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 including balling or pumping out water, blasting soft/ hard rock or chiselling 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 separately and after laying and joining and testing of pipes, returning the useable soil in trenches in 15cm. layer 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 original condition and including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for acess to houses, fencing etc.complete in all respect within all leads and lifts as per direction of the Engineer-in-charge.

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.

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

Stone filling behind the retaining wall.

Laying and jointing in trenches GMS pipes of 150mm dia(Medium grade) jointed with butt welding according to relevant BIS standards code 816-1969 including all short pieces, jointed with butt welding according to relevant BIS Code 816-1969 including all short pieces of approved specifications as per site conditions including flushing cleaning and hydraulic testing complete to the best satisfaction of the Engineer-in-charge. The laying of pipes should be conform to BIS: Code 5822-1970 within all leads and lifts complete in all respects.

150mm dia

Kuldeep Kumar Thakur

NEERO DEVI

MANOJ THAKUR

Rajesh Thakur

kamal kumar

HARSHIT SHARMA

Parmod Kumar Thakur

Ashok Kumar Thakur

kirpa ram govt. contractor