Restoration of rain damages of WSS Mohal Gadauri Jarad in Tehsil and Distt. Kullu H.P

Excavation in foundation trenches etc. in all kinds of earth work such as spade work, pick work, jumper work saturated /un saturated soil blasting work and chiseling/wedging out of rocks where blasting work prohibited up to all depth and lifts including pumping and bailing out water where ever required stacking the excavated earth not more than 3mtrs.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into the plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated material within all leads and lifts, useful material available from excavation to be properly stacked and handed over free of cost to the department complete work with in all leads and lifts as per the entire satisfaction & direction of the Engineer-in-charge

Providing and laying cement concrete 1:6:12 (1 cement : 6 sand : 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of centering & shuttering in foundation and plinth.complete work with in all leads and lifts as per the entire satisfaction & direction of the Engineer-in-charge

R/R stone masonry/ Polygonal rubble masonry (uncorsed/brought to courses) with hard stone of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 sand : 12 graded stone aggregate 20 mm nominal size) at plinth level in cement mortar 1:6 (1Cement : 6 Sand). complete work with in all leads and lifts as per the entire satisfaction & 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 rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in situ reinforced concrete and plain concrete work complete work with in all leads and lifts as per the entire satisfaction & direction of the Engineer-in-charge

a)Vertical surfaces such as walls (any thickness)portions and the like including attached pilaster buttresses plinth and string course and the like

Providing and laying cement concrete 1:5:10(1cement:5sand:10 graded stone aggregate of 40mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining walls/breast walls, the size of plums shall usually be 150mm to 300mm complete work with in all leads and lifts as per the entire satisfaction & direction of the Engineer-in-charge