Development to Sukapaika Drainage Channel from RD 0.00M to 30850M with Structures in Cuttack Sadar Assembly Constituency

Clearance of water hyacinth (thickly grown) including removal of floating materials within initial lead of 50m and initial lift of 1.5m including disposal away from the channel bed etc. complete as per direction of Engineer-in-Charge.

Earthwork in excavation of foundation of structure by mechanical means in all kind of soil in wet & dry condition, shoring shuttering, propping bullahs, dewatering the foundation including dressing, leveling, ramming the foundation bed & sides with pneumatic rammers/fuel operated compactors and removing the excavated materials with all leads, lifts and delifts away from worksite & depositing the excess materials in spoil banks or any other specified places by manual/mechanical means etc. complete with all cost, conveyance and T&P as per direction of the Engineer-in-charge.

Earth work in excavation of drain both in dry and wet conditions by mechanical means in all kind of soil including stoney earth, gravel moorum mixed with all leads, lifts and delifts, dewatering including trimming of slopes and bed to design section and depositing the excavated materials to the spoil banks or any other approved place including leveling and rough dressing for formation of embankment as per the specification and design with cost of hire charges of all machineries T & P ,operations maintenance cost with all leads, lifts and delifts etc complete including taxes, labour cess T& P etc . complete with all cost incidental to the work as per the drawing specification and direction of the Engineer-in-charge. (Measurement to be taken on initial and final level of sections) Bed width within 8.00mtr.

Earth work in excavation of drain both in dry and wet conditions by mechanical means in all kind of soil including stoney earth, gravel moorum mixed with all leads, lifts and delifts, dewatering including trimming of slopes and bed to design section and depositing the excavated materials to the spoil banks or any other approved place including leveling and rough dressing for formation of embankment as per the specification and design with cost of hire charges of all machineries T & P ,operations maintenance cost with all leads, lifts and delifts etc complete including taxes, labour cess T& P etc . complete with all cost incidental to the work as per the drawing specification and direction of the Engineer-in-charge. (Measurement to be taken on initial and final level of sections) Bed width beyond 8.00mtr.

Earth work in approved type of soil brought from borrow area by mechanical means and transportation by any means, spreading the earth over properly prepared surface of coffer dam, diversion road & approach road etc and breaking clods to maximum 5 cm to 7cm sizes including levelling the earth in 22.50 cm, layers for all heights with all leads within 5.00km, lifts and delifts including cost, carriage, royalty ,cess, taxes of all materials with cost of labour, T&P required for the work including lighting and watering of haul roads and borrow area etc. complete as per the direction of the Engineer-in-charge.(Borrow area should be arranged by contractor and Measurement to be taken on finished compacted section on initial and final level basis).

Random rubble hard stone size of 0.025 cum masnory sand grouted in foundation and pinth with all labour, T&P, cost, carriage,Cess, royalty and taxes of all materials as per direction of the Engineer-in-charge.

Filling in foundation and plinth with sand including watering and ramming including cost of all material, labour, royalty and T&P, cess required for the work complete as per the direction of the Engineer-in -charge.

Providing and laying Cement concrete M 15 in approved surface using 40 mm down graded hard granite well graded crusher broken stone aggregates free from weathered skin surface and any other deleterious materials, using sharp sand of approved grading and quality conforming to the specification, using water of approved quality and using cement as per approved specifications with all leads, lifts and delifts and transportation by mechanical/manual means including carriage, royalty, cess and taxes of all materials, mixing the ingredient in a mechanical mixer, vibrator of concrete by mechanical means, supplying T&P, watering, curing including cost of carriage of water, mobilization and demobilization of men & machineries etc including quality control testing charges as per approved drawing and specifications and direction of the Engineer-in -charge.

Providing and laying Cement concrete M 20 in approved surface using 20 mm down graded hard granite well graded crusher broken stone aggregates free from weathered skin surface and any other deleterious materials, using sharp sand of approved grading and quality conforming to the specification, using water of approved quality and using cement as per approved specifications with all leads, lifts and delifts and transportation by mechanical/manual means including carriage, royalty, cess and taxes of all materials, mixing the ingredient in a mechanical mixer, vibrator of concrete by mechanical means, supplying T&P, watering, curing including cost of carriage of water, mobilization and demobilization of men & machineries etc including quality control testing charges as per approved drawing and specifications and direction of the Engineer-in -charge.

Providing and placing in position Reinforced Cement concrete M 25 grade with crusher broken hard granite aggregate 20 mm downgraded of approved quality free from weathered skin surface and any other deleterious materials clean coarse sand inclusive of cost,carriage, royalty,cess and taxes of all materials with cost of labour and T&P to mixing yard ,mixing by concrete mixture, carrying hoisting and placing in position for all heights and compaction with vibrators,curing etc.complete in all respect inclusive of all general and incidental charges,dewatering etc complete with maintenance and haul road etc including quality control testing charges complete as per the direction of the Engineer-in-charge. (excluding cost of HYSD bars).