Restoration of rain Damages to FIS Jadhul Kuhl in Tehsil Baijnath District Kangra HP

Excavation In drains & channels etc., in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiselling/wedging out of rock/where blasting prohibited)saturated soil stacking the excavated earth within all leads and lifts clear from the edge of excavation and then returning the stacked soil in 15cm layersin earth work,including dressing of side & bed and disposing of excavated earth upto a lead of 20 mtr.and lift upto 1.50 mtr.disposed earth to be levelled and neatly dressed within all leads and lifts as per the direction of Engineer-in-charge. .

Providing and laying cement concrete 1:4:8 (Icement:4sand 5 graded stone aggregate 40mm nominal sizešand curing complete excluding the cost of centring and shuttering in foundation and plinth complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge:

Providing and laying cement concrete 1:2:4(1cement:2sand:4 graded stone aggregate 20mm nominal size)and curing complete excluding the cost of form work in :--

Foundation, footing, bases of columns and the like & mass concrete.complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge.

Wall any thickness but not less than 0.10 mtr. Thickness attached pilasters, buttresses, plinth and aring courses ex fre top of foundatio level upto floor two level, complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge.

Providing and fixing Tor Steel reinforcement for work including in position including cost of binding wire upto all floor level, complete in all respect in all leads and lifts as per the direction and Entire so the Satisfaction of Engineer in Charge.

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

Vertical surfaces such as walls(any thickness)partitions walls and the like including attached pillasters,buttreses plinth string courses and the like within all leads and lifts as per the direction of Engineer-in-charge.

Providing and laying cement concrete 1:5:10 (1cement:5sand: 10graded stone aggregate 40mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining wall/breast wall, the size of plums shall usually 150mm to 300mm as per HPWD / JSV specification complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge .