Protection to right flood bank of river Ramanadi of D/S of Ramanadi diversion weir (Near Temple).

Clearing and grubbing proposed embankment land including uprooting rank vegetation, grass, bushes, shurbes, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlire and disposal of top organic material not exceeding 150 mm in thickness including unserviceable materials to be used or auctioned with all leads, lifts & delifts on premeasurement including all cost of labour, T&P, cess etc complete excluding GST as per direction of 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 1/2cum size with all lifts and delifts including trimming of slope and bed to design section and depositing the excavated materials away from the work sites with initial lead of 1 Km from the place of excavation etc. complete including cost, conveyance, loading and unloading of all materials, dewatering, curing, labour & cess excluding GST etc. as per the specification and as per the direction of the Engineer-in-charge.

Filling foundation and plinth with sand including watering and ramming with all labour, T&P etc complete to the required level including cost, carriage, royalty, DMF,EMF,additional charges & cess, , taxes of all materials excluding GST, etc complete as per the approved drawing, design, specification and direction of the 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 40mm 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, royalty, DMF, EMF, additional charges, 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.

Cement concrete of design mix of M20 grade having specified characteristic compressive strength of 20N/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, royalty, DMF, EMF, additional charges, 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.

Supplying, straightening, cutting, bending, binding, tying the mild steel rod for RCC works, fitting and placing in position uncoated HYSD bar reinforcement of different sizes complete as per drawing and technical specification with all laps, hooks, ties etc. with all leads, lifts & delifts including cost, conveyance, taxes etc. of all materials, all labour charges, T&P, B & O.C. Workers Welfare Cess etc. complete as directed by the Engineer-in-charge.

Rough stone dry packing in aprons and revetments to designed thickness and slope using 15 cm to 30 cm size hard broken granite stone of approved quality from approved quarry free from weathered skin and any other deleterious materials including filling the interstices with small stones, spalls etc and wedging with hammer and placing the surface to proper line and level, fixing key stones including dewatering, if any with all cost, labour, conveyance and all leads and lifts, royalty, DMF,EMF,additional charges, cess, T&P, taxes of all materials excluding GST etc complete in all respect as per drawing, specification and direction of the Engineer- in- charge.

Filling foundation and plinth with excavated materials including watering and ramming with all labour, T&P etc complete to the required level excluding GST, etc complete as per direction of the Engineer in charge.

Earth work in excavation in any approved type of soil in approved borrow area free from logs, stumps, roots or any other ingredients likely to deteriorate or effect the stability of bed, bank by mechanical means, loading into & transportation by mechanical means and unloading soil with all leads & lifts on properly prepared & scientifically approved surface free from weeds, roots and shrub jungles ,including, spreading & leveling the earth in 22.5 cm layers to make the fill ready for watering and ordinary compaction by sheep foot roller or any other suitable compaction equipments approved by Engineer-in-charge in flood / canal bank of all heights and including cost of all materials, T&P, with all royalties, . cess & taxes of all materials excluding GST but including cost of quality control tests, mobilisation & demobilisation, supplying, operation, maintenance of all machineries, equipments, materials and labour, cess required for the work including supervision charges, cost of cutting and trimming the extra fill in the slopes of the canal/flood embankment to design section, construction, maintenance, watering and lighting of haul roads, borrow areas and cost of related diversion arrangement for diversion of flow during working seasons and removal and disposal of the same after completion of the work etc. complete as per approved design, drawing and specification and direction of the Engineer-in-charge excluding compaction charges (Measurement is to be taken on the finished level section & payment will be made after compaction ).

Providing formwork for concrete with F1 finish for upstream faces of dam, spillway, gallery of bridges exposed & unexposed surface of foundation, block joints etc with steel shutters rigidly fixed and removal of forms and making good to the surfaces where necessary complete with all labour, materials, supervision charges, conveyance and T&P, cess & taxes of all materials excluding GST, etc complete as per the approved drawing, design, specification and direction of the Engineer-in-Charge.