Construction of 3 Nos Check dam at Mani Khad Node- F,G and H and 1 No wire crates at RD 0/3980 (18 mtr long).

Amount

Excavation in foundation and trenches etc. in earth work in all lifts in all kinds of soil such as pick work, jumper work, blasting work in soft/hard rock chiseling/wedging out of rock) where blasting is prohibited saturated soil including bailing/pumping out of water stacking the excavated soil in 15cm layers, when required into 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 all leads and lifts and to the entire satisfaction of the Engineer-in-charge. (Pick jumper work) with dewatering.

Excavation in foundation trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work in soft/hard rock, chiseling wedging out of rock where blasting in prohibited saturated soil including stacking the excavated soil in all leads and lifts clear from the edge of excavation and then returning the stacked soil in 15cm layers, when required into sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within all leads and lifts.Pick jumper work.

Providing and laying cement concrete 1:4:8 (1cement:4sand:8 graded stone agg. 40mmnominal size) and curing complete excluding the cost of form work in foundation and plinth in all depths and to the entire satisfaction 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 fair finish including centering shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor two ceiling not exceeding 4 mtr and removal of the same for in-situ reinforced concrete and plain concrete work in

Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters buttresses, plinth and string courses and the like and to the entire satisfaction of the Engineer-in-charge.

Providing in RCC work smooth finishing of the exposed surface with cement mortor 1:3(1cement: 3sand) and to the entire satisfaction of the Engineer-in-charge.

Providing and laying cement concrete 1:2:4 (1cement: 2sand: 4 graded stone aggregate 20mm nominal size) excluding the cost of centring and shuttering in wall including buttreses, pillaster and their caps bases and string courses etc. in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

Providing tor steel reinforcement for RCC work including cutting bending binding and placing in position complete in all depths and heights and to the entire satisfaction of the Engineer-in-charge.

Wire crates of G.I wire filled with boulder with square cut faces agianst the wire (GI wire to be measured and paid for separately) for launching apron G.I wire 5.00mm thick corresponding to SWG-6 in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

Wire crates made of GI wire filled with boulders with square cut faces against the wire (boulders filling to be measured and paid for separately) with GI wire 5.00mm thick corresponding to (SWG-6) of 15x15 cm mesh including entire carriage of materials within all leads and lifts.