Restoration to Rushikulya Main Canal in between RD 16100 m to 16200 m for the year 2026-27.

Dismntling of cement concrete including T & P and scaffolding whereever necessary,sorting the dismentaled material,disposal of unserviceable material and stacking the serviceable material with all lifts and leads of 1000 m with all cost, labour cost, cess taxes etc but excluding GST and complete the work in all respect as per the specification and direction of Engineer -in- charge.

Earth work excavation in ordinary soil manually with suitable earth by manual means with all lead & lift to the required section and level including clearing and grubbing light jungles, uprooting stumps, small bushes and trees etc. and breaking the clods to max. 5 cm to 7 cm and laying in layers to the design section of bank in 22.5 cm thick layers including construction maintenance, watering and lighting of haul road and borrow area, including cost, conveyance and taxes, all incidental charges & cess with all leads, lifts & delifts etc. but excluding GST and complete the work in all respects as per design, drawing, specification and as per direction of Engineer-in-charge.

Earth work excavation in foundation in all kinds of soil including hard and gravelly, soil including clearing & removal of shrub jungles uprooting stumps and small bushes below 1 meter girth with all leads, lifts and delifts & dewatering if required including dressing and leveling the bed and breaking clods to max. 5cm to 7cm and depositing the excavated materials and away from the work site including shoring and shuttering, propping bullah, piling with all labour charges, all taxes, cess T&P all lead, lift, delifts, rehandling etc complete, but excluding GST and complete the work in all respect as per drawing design and specification and direction of Engineer-in-charge.

Collecting, Supplying and stacking, conveying from stacks and admixing moorum and sand in propotion (70:30 ) including watering and compacting the same to the required density in OMC with P.R.R including all lead, lift and delift etc. including cost of material, labour charges, taxes, royalty, labour cess etcbut excluding GST and complete the work in all respect as per drawing design and specification and direction of Engineer-in-charge.

Cement concrete of design mix of M15 grade having specified characteristic compressive strength of 15N/mm2 in design mix with minimum quantity of cement as specified in I.S. code of 150 mm cube at 28 days curing after mixing & tests conducted in accordance with relevant clauses of I.S-516 using crusher broken hard granite coarse aggregate 20mm down graded and proportion as specified in I.S. 456 code and subject to mix design in conformity to the grading and proportion of different materials of concrete in structures as specified in the relevant codes of approved quantity obtained from approved quarry of tested and approved quality free from weathered skin surface and any other deleterious materials, uniform colour & texture with mixing concrete in batching plant, conveying the same by transit mixers and placing in position for structures etc. with all leads, lifts and delifts including cost, carriage, royalties, taxes of all materials excluding GST, but including cess and quality control test cost of all materials, dewatering, mixing and vibrating by mechanical means placing in proper place and providing grooves or beads wherever necessary including cost, carriage of water, curing , T&P, hire & running charges of all machineries, labour and supervision charges including mobilization and demobilization and working of machineries etc with cost of construction and maintenance of coffer dam and diversion arrangement and removal required etc complete as per the approved drawing, design, specification and direction of the Engineer-in-Charge.