Infrastructure Development of Silver City Boat Club at Matamatha in Cuttack District Phase II

Amount

Embankment

Clearing shurb jungles including uprooting stumps and small bushes and trees below 1M girth on premeasurement with cost of all labour, labour cess, T&P etc. complete as per specification & direction of Engineer-in-Charge.

Dewatering of standing / ponding water by using 10HP diesel dewatering pumps from the canal bed of minimum average depth of standing water 3.5m depth and discharging the same outside the working area with cost of all labour, T&P, taxes, labour cess, POL etc. complete as directed by the Engineer-in- Charge.

Clearance of slush and muck from the bed by mechanical means including removal of debris with all leads & lifts, delifts including trimming the bed to designed finished section, loading into & transportation by transport vehicle with all leads & depositing the excavated materials nearly in specific dump yard including cost of all labour, machineries, POL, T&P, labour cess, taxes etc. complete as directed by the 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 the excavated materials away from work site within a lead of minimum 5 km from the place of excavation including cost of all labour, machineries, POL, T&P, taxes, cess etc. complete as per specification & direction of Engineer-in-Charge.

Excavation of Medium Hard Rock in Canal Slopes & other deep cutting by means of rock breaker with all lifts, delifts including trimming the side slopes to designed finished section,loading into & transportation by transport vehicles & dumping in the specified dump yard within all leads including cost of all labour, taxes, cess, T&P, incidental charges etc complete as directed by the Engineer-in-charge.

Filling of canal bed after removal of silt with sand of approved quality including watering and ramming with all cost, conveyance, royalty and taxes of all materials and labour, labour cess etc. complete as per direction of Engineer-in-charge.

Providing and placing in position Plain Cement Concrete (PCC) M-25 grade with 10 mm & downgraded crusher broken hard granite chips mixed in batching and mixing plant, transporting mixed concrete by mechanical means with admixture @ 3.80 Kg/cum including cost of all materials, labour and machineries, finishing, curing , clearing the site with all leads, lifts and delifts for all materials as per approved drawings and Specifications in canal bed & slope including cost of construction, maintenance and dewatering of seepage water with all incidental charges including royality, taxes, cess etc. complete with construction of cross bonds & ramps as per specification and as per the direction of Engineer-in-Charge.

Providing and placing in position Plain Cement Concrete (PCC) M-15 grade with 20 mm & downgraded crusher broken hard granite chips mixed in batching and mixing plant, transporting mixed concrete by mechanical means with admixture @ 3.80 Kg/cum including cost of all materials, labour and machineries, finishing, curing , clearing the site with all leads, lifts and delifts for all materials as per approved drawings and specifications in canal bed & slope including cost of construction, maintenance and dewatering of seepage water with all incidental charges including royalty, taxes, cess etc. complete with construction of cross bonds & ramps as per specification and as per the direction of Engineer-in-Charge

Supply of CCGM (100 mm thick after filling concrete) - Concrete Composite Geosynthetic Mattress with intermittent filter points to release the pore water pressure, made of Sq.m Polyester (PET).

Supply of 150 GSM Non woven geotextile for Separation and Filtration purpose below the CCGM.

Laying of Incomat geo-synthetic mattresses with arrangement of pegs & Hardware.

Laying of 150 GSM Non woven geotextile for Separation and Filtration purpose below the CCGM.

Excavation of any approved type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within initial lead of 5 km on properly prepared and scientifically approved surface including spreading and levelling the earth in 22.5 cm layers to make ready for watering and compaction with suitable manual method to all heights maintenance, watering and lighting of haul road and borrow area etc. including cost of labour, T&P, Royalty, taxes, cess etc. complete as per the direction of Engineer-in- charge.

Form work for concrete in canal structures with F-1 finish using steel shuttrer plates of approved specifications for all surface including supply of shutter plate and all other materials by mechanical/manual means and dismantling and finished complete with all cost for mobilisation, demobilisation, coffer dam, diversion road, approach road, site illumination & all taxes, royalties, B&OCWW cess, labour etc. and all costs incidental to the work as per drawing, specification and direction of the Engineer-in-Charge..