Restoration of rain damage LWSS Nallah to Jamogra in GP Juni ,Tehsil Sunni,Distt. Shimla

Excavation in foundations, trenches etc. in earth work, lift up to 1.50 mtrs. stacking the excavated soil not more than 3 mtrs. clear from the edge of excavation and then returning the excavated soil in 15 cm. layers when required into plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20 mtrs & 50% Pick work & Jumper work 50 %

Demolishing cement concrete work manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent mix)

Providing and laying cement concrete 1:3:6( 1cement:3 sand: 6 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per the direction of Engineer-in-Charge.

Providing and laying cement concrete 1:5:10 (1Cement:5Sand:10 graded stone aggregate, 40 mm nominal size) with 15% plum and curing complete excluding cost of form in retaining wall / breast wall ,the size of plums shall be 150mm to 300 mm as per HP.PWD specifications.

Vertical surfaces such as walls ( any thickness ) partitions and the like including attached pilasters , buttresses, plinth and string courses and the like .

Providing and laying cement concrete 1:1.5:3 ( 1 cement : 1.5 sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in foundtion and plinth.

Providing tor steel reinforcement for RCC work including bending,binding and placing in position compete upto floor two levels.

Steel Work in single section including cutting, hoisting,fixing in position and applying a priming coat of lead paint