Restoration to Flood Embankment of Mahanadi Left O.A.E No. 77 B from RD 8.820 Km to 17.110 Km under NABARD Assistance RIDF-XXI. Embankment work from RD 11.160 Km to 17.110 Km and Stone work from RD 13.460 Km to 14.460 Km

Amount

Clearing & grubbing road land including uprooting rank, vegetation, grass, bushes, shrubs, saplings and trees grith up to 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned upto a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness including cost of all labour, carriage, cess, T&P, other taxes etc. all complete as per specification and direction of Engineer-in-Charge

Earth work in approved type of soil in borrow area by mechanical means and loading in to transportation vehicle and transportation of earth by mechanical means and unloading the earth over the approved surface of the embankment in proper profiles with all leads, lifts,delifts including rough dressing and breaking the clods in to 5 cm to 7 cm size including removal of all foreign materials, debrises, grass, bushes, vegetations, shrubs, roots from transportated earth including laying in layers not exceeding 22.50 cm in depth including watering and OMC compaction by VRR including construction and maintenance of haul road, cost of hire & running charges of all machineries, T & P, cost of fuel, lubricants, cost of labour,carriage, royalty, cess , taxes etc. all complete as per specification and direction of the Engineer-in-Charge.(Measurement will be taken on finished compacted level section only and earth to be arranged by the contractor at his own cost and responsibility.)

Earth work in exavation of foundation in ordinary soil with required lead , lift & delift including rough dressing and breaking the clods to maximum 5 cm to 7 cm size and laying in layers not exceeding 0.30m in depth and dumping the excavated materials away from the work site including cost of labour,carriage, cess, T & P, other taxes etc. all complete as per specification and direction of the Engineer-in-Charge.

Quarrying, collecting, supplying hard granite stone boulder of 15 cm to 30 cm size from approved quarry free from weather skin surface and other deleterious materials, packing the stones in rip raps and slope protection works in river embankments to required profile in all heights and depths including filling the interstices with small stones including fixing wave brakers, wedging and hammering etc. including cost, conveyance,labour,T and P required for the work, royalty, taxes,cess, hire and running charges and transportation of all materials of approved quality with uniform colour and texture with all leads, lifts, delifts handling and re-handling etc. including all other incidental charges required to complete the work as per the specification and direction of the Engineer-in-Charge. (Measurement will be taken on finished level sections)

Quarrying, collecting, supplying hard granite stone boulder of atleast 30 cm in length in any direction,50kg in weight and 0.028 cum in volume from approved quarry (other than laterite, sand stone) free from weather skin surface and other deleterious materials , dumping the stones in rip raps,spur, and slope protection works including surface packing in all heights and depths including filling the interstices with small stones ,wedging and packing surface to proper line levels including fixing wave breakers etc. including cost, conveyance,labour,T and P required for the work, royalty, cess, taxes of all materials of approved quality with uniform colour and texture with all leads, lifts, delifts including dumping in water, hire charges of boat with boatman and, lunch with driver and all other incidental charges etc. complete as per specification and direction of the Engineer-in-Charge.(Measurement to be taken after deducting 1/6th voids from the finished level section )

Quarrying, collecting, supplying and stacking of good quality of moorum and sand in regular box heap size of 1.50m X 1.50m X 0.50m to be measured as one cum and admixing moorum and sand in (60 : 40) proportion and laying in sub-base of road in layers not exceeding 225 mm thick with all leads , lifts and delifts including cost,conveyance, royalty,cess, taxes of all materials including hire charges of T&P materials required for the work , watering and consolidation with P.R.R. , hire and running charges of machineries etc.complete as per specification and direction of the Engineer-in-Charge.

Providing and laying , spreading and compacting stone aggregates to 100 mm thickness with IRC grade - II material ( 63 mm to 45 mm ) to WBM specification including spreading in uniform thickness , hand packing , rolling with 3 wheeled steel roller 8-10 tones in stages to to proper grade and camber , applying and brooming using moorum as binding materials to fill up the interstices of coarse aggregates , watering and compacting to the required density as per clause 404 of MoSRT & H specifications for road & Bridge works (4th Revision) with all leads , lifts and delifts including cost ,conveyance, royalty, cess and taxes of all materials including cost of labours ,T&P materials required for the work, hire and running charges of machineries etc.complete as per specification and direction of the Engineer-in-Charge.

Providing and laying, spreading and compacting stone aggregates to 75 mm thickness with IRC grade - III material ( 53 mm to 22.4 mm ) as per table-404 to WBM specification including spreading in uniform thickness , hand packing , rolling with 3 wheeled steel roller 8-10 tones in stages to proper grade and camber , applying and brooming using stone screened dust as binding materials to fill up the interstices of coarse aggregates , watering and compacting to the required density as per clause 404of MoSRT & H specifications for road & Bridge works (4th Revision) with all leads , lifts and delifts including cost ,conveyance, royalty, cess and taxes of all materials etc. including labours and hire charges of T&P materials required for the work, hire and running charges of machineries and quality control test complete as per specification and direction of the Engineer-in-Charge.

Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 Kg/sqm using mechanical means as per Clause 502 of MoSRT&H Specifications for Road & Bridge works (4th Revision) with all leads , lifts and delifts including cost ,conveyance, cess and taxes of all materials including labours and hire charges of T&P materials required for the work, hire and running charges of machineries etc. all complete as per specification and direction of the Engineer-in-Charge.

Providing and applying tack coat with bituminous emulsion (60/70) penetration grade using the emulsion pressure distributer @ 0.20 Kg per sqm on the prepared bituminous/granular surface cleaned properly with mechanical broom as per clause 503 of MoSRT & H Specification for Road & Bridge work (4th revision) with all leads , lifts and delifts including cost ,conveyance,cess and taxes of all materials including labours and hire charges of T&P materials required for the work, hire and running charges of machineries etc. all complete as per specification and direction of the Engineer-in-Charge.

Scraping and cleaning road surface and laying 20 mm thick premix carpet using 0.27 cum of 13.2 mm to 5.6 mm size chips and 14.60 Kg penetration grade of bitumen for 10 sqm including hand packing to proper camber and consolidation with PRR inclusive of hire and running charges of PRR bitumen mixtures, tar boilers and all other T&P articles and including cost, conveyance, royalty of chips, bitumen and all taxes complete including labour cess as per specification and direction of the Engineer-in-Charge.

Providing and placing in position 6 mm thick pre-coated seal coat type B using 0.06 cum of 6.7 mm chips and 6.8 Kg of bitumen for 10 sqm as per Clause 513 of MoSRT&H Specifications for Road & Bridge works (4th Revision) including hire and running charges of PRR, bitumen mixture, tar boiler etc. and including cost, carriage, royalty of chips and bitumen etc. complete including labour cess as per specification and direction of the Engineer-in-Charge.

Collecting & supplying good quality moorum from approved quarry and stacking at work site in regular box heap size ( 1.50mx1.50mx0.50m) to be measured as 1.0cum and spreading the same on the top of the berm and gada of the road surface not exceeding 50 mm to 150 mm thick including watering & consolidation with PRR with all leads , lifts and delifts including cost,conveyance, royalty,cess, taxes of all materials including hire charges of T&P materials required for the work , hire and running charges of machineries etc.complete as per specification and direction of the Engineer-in-Charge.

Removing old revetment and aprons and stacking the useful materials for reuse and removing the debries away from the work site and repacking with old stones with filling the interstices with small stones including all costs of labour, T&P,cess, hire charges of machineries and incidental charges required to complete the work in all respect etc. as per the direction of Engineer-in-Charge.

Rout Infrastructure pvt ltd

NAGEN KUMAR BISWAL

PRASANTA KUMAR PAL

M/S UNICORN CONSTRUCTION