Improvement of WSS to SC Villages Kharanal, Malghota and Nagan in Tehsil Baijnath District Kangra HP

Excavation In foundations, trenches etc., in earth work,lift upto 1.50 mts.stacking the excavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15 cm layers, when required in to plinths sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in lead of 20 metres complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge .

Earth work filling in 15 centimetre layers in foundation and plinths including ramming, watering and consolidating upto a lead of 20 metres and lift upto a 1.5 metres as directed by the Engineer-in-charge within all leads and lifts.

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 .

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.

Brick work using common burnt clay building bricks in foundation and plinth in cement mortar 1:6 (One cement is to six sand) complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge (2nd Class brick ).

Providing and fixing of fencing panel of size 1.80 x 1.20 metres of Jali 25x25 milimetre mesh welded to mild steel black tube 32 milimetre dia of 14 gauge with mild steel flat cover 20 x3 milimetre welded all arround the pipe panel on both sides and providing hold fast 7 Nos. of Mild steel flate 32 x 5 milimetre thickness having consting of tee of size 15 x 15 cms tee acting as hold fasts including cutting, welding, painting with red oxide paint material should be ISI Marked make of TATA /Jindal complete in all respect and to the entier stisfaction of Engineer-in-charge within all leads and lifts.

Providing and Fixing of MS Gate complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge .

Boulder/stone filling behind retaining wall/ dry hand packed tightly compelete under lean concrete to prevent the entry of surface water 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 1:3:6 (One cement is to three sand is to six graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work 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 .