Improvement to right service bank of Digapahandi distributary No. 1 Moulabhalanja distributary of Ghodahada Irrigation Project and Bhismagiri minor, Chasanimakhandi Minor and Palli Distributary of Ramanadi Irrigation Project.

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 as per direction of the Engineer in charge.

Loosening, leveling and compacting original ground supporting embankment to facilitate placement of first layer of earth, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction & clause 305 of MoSRT & H specification for road and bridge work & including all cost of labour, T&P, machineries, cess, taxes of all materials etc complete as per direction of the Engineer in charge.

Scarifying the existing bituminous road surface to a depth of 50mm and disposal of the scarified material away from work site with all leads, lifts, delifts etc. including all labour charges, T&P, hire and running charges of all machineries, B & O.C. Workers Welfare Cess etc. complete as directed by the Engineer-in-charge.

Collecting supplying and stacking good quality of moourm of PI Value more than 06 and sand from approved quarry of approved quality free from organic materials for road work for sub-base away from the trafficable berm in regular interval for regular box heaps of 1.5mx1.5mx0.44m to be measured as one cum including preparing of admixture of moorum and sand in proportion (70%moorum and 30%sand) conveying from stack and spreading the admixture in sub-base of road in layers not exceeding 225mm depth watering including cost carriage of water and compacted to required density in OMC condition to proper camber and grade with PRR with sufficient number of passes for each layer including hire and running charges of PRR with other machineries and T&P etc complete cost , conveyance, royalties,DMF,EMF & additional charge and all other taxes, cess of all materials to the site of work, all leads, lifts , delifts, labour , T&P and supervision charges complete as per direction of the Engineer in charge. (Measurement is to be taken on the finished level section).

Supplying, collection good quality of moorum including conveying from stacks and spreading in sub-base in layers not exceeding 225 mm watering and compacting to the required density in OMC with Vibratory Roller but excluding cost and conveyance of sub base materials etc complete including royalty, cess, taxes and T&P with all leads, lifts and delifts and all labour etc required for the work complete in all respect and as per specification and as per the direction of the Engineer-in-charge.

Providing, laying, spreading and compacting I.R.C. Grade -II stone aggregates (of size 63mm to 45mm) confirming to sieve analysis to water bound macadamas specification and stone screened dust of approved quality at work site away from trafficable berm free from weathered skin surface for road work in regular interval including conveying from stacks spreading metal and stone screened dust for IRC grade-II metalling in even layers to an uniform thickness compacted to 75 mm required density as per clause 404 of MoSRT&H specification for Road & Bridge works (4th revision) and packing the voids with small stones and hand packing the same to the proper camber and grade filling the interstices by spreading stone screened dust over the metal surface including watering turf edging and consolidation with PRR 8-10 Tonnes with sufficient number passes for each layer including hire and running charges of PRR and all other machineries and T&P required for the work cost of watering and carriage of water including cost,conveyance, royalty, EMF, DMF & Additional Charges and Workers Welfare Cess with all leads, lifts, all labour etc. required for the work complete in all respect, but excluding GST as per specification and as per the direction of the Engineer-in-charge.

Providing, laying, spreading and compacting I.R.C. Grade - III stone aggregates of size 53 mm to 22.4 mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming stone screened dust of approved quality as crushable type binding material 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 and Bridge works (4th Revision) with all leads, lifts & delifts including cost, conveyance, royalty, EMF, DMF & Additional Charges taxes etc. of all materials, all labour charges, T&P, hire and running charges of all machineries, B & O.C. Workers Welfare Cess etc. complete in all respect, but as per the specification and as directed by the Engineer-in-charge.

Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing 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 & delifts including cost, conveyance, taxes etc. of all materials, all labour charges, T&P, hire and running charges of all machineries, B & O.C. Workers Welfare Cess etc. complete in all respect, but as directed by the Engineer-in-charge.

Providing and applying tack coat using 3.0 Kg of bitumen for 10 Sqm on prepared surface of granular base including cleaning of road surface and heating bitumen to required temperature, conveying and applying hot bitumen with all leads, lifts and delifts including cost, conveyance etc. of bitumen and fuel, all labour charges, hire and running charges of tar boilers and all other T & P articles, B & O.C. Workers Cess etc. complete in all respect, but as per specification and as directed by the Engineer-in-charge.

Providing and laying bituminious macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade level and alignment and rolling with smooth sheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 504 of MoSRT&H Specifications for road & bridge works (4th Revision) with all leads, lifts & delifts including cost, conveyance, royalty, EMF, DMF & Additional Charges taxes etc. of all materials, all labour charges, T&P, hire and running charges of all machineries, B & O.C. Workers Welfare Cess etc. complete in all respect, but as directed by the Engineer-in-charge.