C O FIS Bharnal in G P Bharnal Tehsil Baldwara in Tehsil Baldwara Distt Mandi HP

Excavation in foundation and trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting soft or hard rock or by chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming / dressing of sides and bed, stacking the excavated soil clear from the edge of excavation and returning the excavated soil after completion of work in 15cm layers when required into plinth, sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil as per satisfaction and direction of Engineer-in- charge.

Excavation in drains and channels etc. in earth work in all kinds and classification of soil such as pick work, jumper work, blasting work in soft or hard rocks and chiselling/wedging out of rocks (where blasting work is prohibited) lift up to all leads and lifts.

Removal of slips in all kinds of soil (including saturated soil but excluding boulders and rocky portions requiring blasting upto a distance 20 meters disposing of un-serviciable materials, stacking the serviciable materials and neatly dressing the surface.

Providing form work with steel plates of 3.15 mm thick welded with angle iron in frames 30x30x5 mm so as to give a fair finish including centring , shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for-in-situ reinforced concrete and plain concrete work in:-

Vertical surface such as wall ( any thickness) partion and the like including attached pilaster, butresses, plinth and string courses and the like with in all leads and lifts as per the direction of Engineer-in-Charge.

Providing & Laying cement concrete 1:5:10 ( 1 cement : 5 sand : 10 graded stone aggregate 40mm nominal size) with 15% plum and curing complete excluding cost of form work in in Breast walls & retaining walls, the size of plums usually by 150mm to 300mm as per HPPWD specification as per satisfaction and direction of Engineer-in- charge.

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

Cement concrete lining 15 cm thick or less for irrigation channel using cement concrete 1:3:6(1Cement : 3sand : 6graded stone aggregate 20 mm nominal size ) curing complete.

Hand mixed concretge lining in Bed.

Hand mixed concrete lining in side slope.

Extra allowance for fromwork in cemcnt concrete lining on side slopes with in all lead and lifts.