Rejuvenation of Water Bodies at different locations in E and G Block Aya Nagar in the Jurisdiction of Civil Division No. V.

Hire Charges of JCB machine for excavation of recharge pits including making plain undulations as per direction of Engineer-in-charge.

Deployment of hydraulic excavator machine having boom length 17.50 including operation on hourly basis for excavation from the bed of drain including under water or liquid mud and disposal of excavated material as per direction of Engineer In Charge complete. The rate are inclusive of intial and Final shifting of Machine, shifting during work at site due to Bridges, road etc as per direction of Engineer In Charge.

Deployment of labour for cleaning of jungle,including uprooting of rank vegetation,grass,brush wood etc.

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.

Earth work in excavation by mechanical means (Hydraulic excavator)/manualmeans over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil. including executing under water under foul condtion prevalent site (125.95 +25%= 157.40)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)

Providing and laying non-pressure NP2 class (light duty) R.C.Cpipes with collars jointed with stiff mixture of cement mortar iN theproportion of 1:2 (1 cement : 2 fine sand including testing of jointsetc. complete :19.6.5 450 mm dia. R.C.C. pipe

Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 0.91 m deep with SFRC cover and frame (heavy duty, HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete.(Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Filling available excavated earth in trenches,plinth,sides of foundation etc. in layers not exceeding 20 cm in depth,consolidating each deposited layers by ramming and watering ,lead up to 50 m and lift upto 1.5 m

Providing and laying 60 mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.

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