Renovation of revival ponds under CTR programme in tehsil Dadasiba District Kangra HP Jal Shakti Abhiyan - Catch the rain

Amount

Excavation in foundation trenches etc. in earth work lift upto 1.50 mts stacking the excavated soil not more than 3 metre clear from the edge of excavation and then returning the stacked soil in 15 centimetre (Fifteen centimetre)layer when required into plinth sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-charge within all leads and lifts.

Pick Jumper work

Providing form work with steel plates 3.15 milimetre thick welded with angle iron in frame 30*30*5 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 1:3:6 (One cement is to three sand is to six graded stone aggregate 40 milimetre 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 1:2:4 (1cement : 2 approved sand : 4 approved quarry stone aggregate.20mm nominal size) and curing complete excluding cost of form work in foundation and plinth including carriage of material within all leads and lifts.

Excavation in earth work and banking in 20cm. layers including breaking clods, ramming and dressing ground for the purpose of making embankment or filling up ground depressions upto a lead of 20 metres and lift upto 1.50 metres as per direction and to the entire satisfication complete within all leads and lifts as per the direction of Engineer-in-charge.

Pick work

Providing stone pitching including carriage of material within all leads and lifts as per the direction of Engineer-in-charge.

Brick work using common burnt clay building brick in foundation and plinth in cement mortar 1:4 (one cement : Four sand) with 2nd. Class bricks with in all leads and lifts as per the direction of Engineer-in-charge.

Stone/ Boulder filling dry hand packed tightly under floor including carriage of material within all leads and lifts as per the direction of Engineer-in-charge.

Providing and laying cement concrete 1:4:8 (1cement : 4 approved sand :8 approved quarry stone aggregate.40mm nominal size) and curing complete excluding cost of centering and shuttering in foundation and plinth including carriage of material within all leads and lifts.

40 milimetre (Forty milimetre) thick cement concrete flooring 1:2:4 (One cement is to two sand is to four graded stone aggregate 20 milimetre nominal size) laid in one layer and finished with a floating coat of neat cement within all leads and lifts as per the direction of Engineer-in-charge.

Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on coats to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered.

Akash Sood