Construction of RCC Toe Wall and protection to river bank near Papakshya Ghat from RD 4095M to RD 4310M under Binika block in Subarnapur District.

Clearing and grubbing road land including uprooting rank vegetation, grass, shrubs, saplings and trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness etc. complete with cess and as directed by Engineer-in-charge.

Excavation, loading, unloading and carriage by mechanical means of all kinds of soil, including stoney earth, gravel and moorum etc interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specification and as directed by the Engineer-in-charge within an initial lead of 1km from the place of excavation complete.

Filling in foundation & plinth with sand watered and rammed including cost, conveyance, royalty & cess etc. complete as directed by Engineer-in-Charge.

Earth work in filling in any approved type of soil from approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within initial lead of 1 km on properly prepared and scientifically approved surface including spreading and leveling the earth in 22.5cm layers to make ready for watering earth work up to OMC condition and compaction by V.R.R. in embankment for all heights including construction, maintenance, watering lighting of haul road and borrow area and running charges of all machineries, cess etc. complete as per the direction of Engineer-in-charge.

Plain Cement Concrete grade M-15 using 40mm and down graded black hard granite crusher broken chips using cement, coarse and fine aggregates of approved quality, mixed in a concrete mixer of not less than 0.2 cum capacity / appropriate weigh batcher using approved mix design, laid in approved fixed side formwork, laying and fixing of 125 micron thick polythene film (in bed), spreading the concrete with shovels, rakes, compacted using needle / screed / plate vibrator and finished in continuous operation including provision of construction joints, curing of concrete for 14-days, as per the direction of Engineer in Charge.

RCC M-25 using 20 mm down graded HG chip (Crusher broken) and vibrate providing weep holes in concrete wall with 50mm dia PVC pipe extending through the full width the structure with slope IV:20H towards drawing face including cost, conveyance, royalty of materials and cess etc. complete with curing adn as directed by Engineer-in-Charge.

Rigid and smooth centering and shuttering for CC works including false work and dismantling then after casting including cost, carriage of materials with cess etc. complete and as directed by Engineer-in-Charge.

Supplying, fitting and placing uncoated HYSD bar reinforcement (SAIL) including labour for cutting, bending to site, tying and placing in position etc. complete as per drawig and techncial specification with carriage and cess etc complete and as per the direction of Engineer-in-Charge.

Rough stone dry packing in aprons and revetments with HG stone of size 30cm and above including cost, conveyance, royalty of materials etc. complete including cess and as per direction of Engineer-in-charge.

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