Balance work of Excavation of Athagarh Branch Canal from RD 9.120km to Rd 11.310km including construction of structures, lining, service road and construction of guard wall at both ends of VRB at RD 10.200km of ABC of RRIP.

Excavation in canal/ foundation of structures by manual/ mechanical means in all kinds of soil (This shall include ordinary soil, hard soil, gravelly soil, slushy soil, stoney earth mixed with gravels, pebbles, stoneboulders not exceeding 0.5 cum by volume, stiff heavy clay, hard shale, compacted moorum soling of road path, sand silt etc.) in both wet and dry condition, shoring, shuttering, propping bullahs, piling, dewatering wherever necessary, providing coffer dam, diverting the water away from working areas, dressing, levelling the canal bed and sides as per drawing and specifications and removing the excavated materials with all leads, lifts and delifts etc. and depositing the same in layers not exceeding 22.50cm (9") in depth in the embankment sections under OMC condition to receive compaction after breaking clods to maximum 5cm to 7cm size and depositing the excess/un-usable materials in spoil banks or any other specified space by mechanical/manual means with all leads, lifts and delifts complete with all costs for site illumination, mobilisation, demobilisation, approach road, diversion road, coffer dam and royalty, cess, T&P. etc. complete including all costs incidental to the work as per specification and direction of the Engineer-in-Charge. (Payment will be made on finished level section)

Excavation in canal/ foundation of structures by manual/ mechanical means in D.I. rock, fractured rock, soft rock, laterite rock,sand stone and lime stone etc. not requiring blasting interspread with boulders up to 0.5 cum in volume in both wet and dry condition including all accessories, machine charges etc. and depositing the excavated materials either in spoil banks or in specified space by mechanical/mannual means with all leads, lifts and delifts etc. shoring, shuttering, propping bullahs, piling, dewatering wherever necessary with all cost and running charges of pumps and accessories, providing coffer dam including diverting the water away from the work site and dressing & levelling the canal bed and sides complete with all costs for site illumination, mobilisation, demobilisation, approach road, diversion road, coffer dam and royalty, cess, T & P etc. complete with all costs incidental to the work as per specification and direction of the Engineer-in-Charge. (Payment will be made on finished level section )

Supplying & spreading CNS layer of sand & moorum admixture (1:2) on finished surface on slopes & bed of canal as filter material including labour charges for admixing including cost, carriage, royalty,EMF,DMF,Additional Charges of materials with T & P, labour, cess etc. including watering and compaction by suitable means to receive concrete lining complete as per direction of Engineer-in-Charge.

Supplying and spreading sand of approved specification in filter drains in bed and slope of canal including cost, conveyance, royalty,EMF,DMF,Additional Charges of materials, labour, cess, T&P etc. complete as per the direction of the Engineer-in-Charge.

Supplying and spreading gravel in filter drains in bed and slope of canal including cost, conveyance, royalty ,EMF,DMF,Additional Charges of materials, labour, cess, T&P etc. complete as per the direction of the Engineer-in-Charge.

Collecting,supplying and spreading 20mm to 40mm down graded crushed granite chips or broken rock filled up to invert of pipe in longitudinal drain/for filter drain including cost, conveyance, royalty ,EMF,DMF,Additional Charges of materials, labour, cess, T&P etc. complete as per the direction of the Engineer-in-Charge.

Collecting, supplying and spreading 5mm to 20mm down graded crushed granite chips or broken rock filled for filter drain including cost, conveyance, royalty,EMF,DMF,Additional Charges of materials, labour, cess, T&P etc. complete as per the direction of the Engineer-in-Charge.

Providing and laying Cement Concrete of grade M-15 in approved surface using 20mm size & down graded hard granite well graded crusher broken stone aggregate, sharp sand and cement of approved grading and quality confirming to the specification for concrete linning to the bed and slope of the canal with sleeper beams, keys etc. in pannels including trimming and dressing of canal bed slopes including cutting trenches to the sleeper beams, keys & drain etc. mixing in concrete mixure/batching and mixing plant with all leads, lifts, delifts and transportation by mechanical/manual means including cost, conveyance, royalty ,EMF,DMF,Additional Charges of materials, labour, cess etc. complete including dewatering by suitable means with all costs, vibrating concrete by mechanical means, supplying T&P, curing for specified days by suitable means, supervision charges including cost of shuttering,providing polythene film of 100 micron mobilisation and demobilisation with cost of construction and dismantling of gangways and scaffolding, chute, coffer dam with all materials, hire & running charges of machineries required for the work, approach road, diversion road & site illumination etc. as per approved drawings and specification complete with all costs incidental to the work and as directed by the Engineer-in-Charge.

Providing and laying Cement Concrete of grade M-15 in approved surface using 20mm size & down graded hard granite well graded crusher broken stone aggregate, sharp sand and cement of approved grading and quality confirming to the specification for concrete linning with paver finish to the bed and slope of the canal with sleeper beams, keys etc. in pannels including trimming and dressing of canal bed slopes including cutting trenches to the sleeper beams, keys & drain etc. mixing in concrete mixure/batching and mixing plant with all leads, lifts, delifts and transportation by mechanical/manual means including cost, conveyance, royalty,EMF,DMF,Additional Charges of materials, labour, cess etc. including dewatering by suitable means with all costs, vibrating concrete by mechanical means, supplying T&P, curing for specified days by suitable means, supervision charges including Cost of shuttering, providing polythene film of 100 microns mobilisation and demobilisation with cost of construction and dismantling of gangways and scaffolding, chute, coffer dam with all materials, hire & running charges of machineries required for the work, approach road, diversion road & site illumination etc. as per approved drawings and specification complete with all costs incidental to the work and as directed by the Engineer-in-Charge.

Supplying, providing and placing 100mm dia nominal diamater class-II, 4 kgf/Sqcm pressure having 2.151kg weight per running meter perforated PVC pipes in horizontal filter drains including cost, conveyance, royalty etc. of all materials, labour, cess, T&P and all other cost incidental to the work as per specification and direction of the Engineer-in-Charge.