R/R Damages of JSV Sub Division No.I, Kasumpti in Tehsil Distt. Shimla H.P (SH-C/O Breast wall behind Divisional store Mehli)

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

Providing and laying cement concrete 1:5:10 (1cement:5sand:10graded stone agg. 40mm nominal size) with 15 % plum and and curing complete excluding cost of form work in breast walls and retaining walls. The size of plum shall usualy be 150mm to 300mm as per PWD specifications

Removal of slip and extraction of pipes from debris including all leads and lift

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