Improvement to Right Bank Service Road of Bamanal Minor from RD.8.28 Km to 10.34 Km (Gopalpur Crematorium to Ohal Crematorium) (working RD.8.495 Km to RD.10.341 Km)

Clearing and grubbing road, land including uprooting rank vegitation, grass, bushes, shrubs, saplings and trees girth up to 300mm and removal of stumps of trees cut earlier and disposal of unserviciable materials and stacking of serviciable materials to be used or auctioned, up to a lead of 1km including removal and disposal of top organic soil not exceeding 150mm in thickness etc complete as per direction of the Engineer-in-charge.

Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified materials withall lift and lead up to 1000mtrs awaya from work site etc complete as per direction of the Engineer-In-Charge

Excavation of any approved type of soil in borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within 5 kms lead on properly prepared and approved surface including spreading and levelling the earth in 30.00cm layers with cost of labour,transportation charges,T & P,royalty and cess etc.complete as per direction of the Engineer - in - charge.

Collecting, supplying and stacking good quality of laterite moorum and sand at work site for pre-measurement and admixing the same with propertion of (60:40) as per propertion, conveying from stacks and spreading the same on road surface and consolidation with PRR including watering and cost, conveyance, royalty and taxes of materials,labour etc. complete as per direction of the Engineer-in-charge.

Providing, laying, spreading and compacting I.R.C.Grade-I (90mm. to 45mm) size stone aggregates spreading using gravel or moorum in uniform thickness, hand packing, to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill the interstices and rolling with PRR etc. complete as per direction of the Engineer-in-charge.

Providing, laying, spreading and compacting I.R.C.Grade- II (63mm. to 45mm) sizeusing gravel/morrum.spreading in uniform thickness, hand packing, to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill the interstices and rolling with PRR etc. complete as per direction of the Engineer-in-charge.

Collecting, supplying and stacking good quality of laterite moorum at work site for pre-measurement and conveying from stacks and spreading the same on road surface and consolidation with PRR including cost, conveyance, royalty and taxes of materials and labour etc. complete as per direction of the Engineer-in-charge.

Earth work in excavation of foundation in all kinds of soil with all leads, lifts and delifts including cost, conveyance and labour, T&P etc complete as per direction of the Enginner-in-Charge.

Filling in foundation and plinth with sand watering and ramming including cost,conveyance,royalty and taxes of material and labour for the work etc complete and as per direction of the Enginner-in-Charge.

Cement concrete M10 grade with crushed granite coarse aggregate of size 40mm down graded metal including cost,convance,royalty and taxes of all materials and labour for the work etc complete and as per direction of the Enginner-in-Charge.

Cement concrete M15 grade with crushed granite coarse aggregate of size 40mm down graded metal including cost,convance,royalty and taxes of all materials and labour for the work etc complete and as per direction of the Enginner-in-Charge.

Cement concrete M20 grade with crushed granite coarse aggregate of size 20mm down graded metal including cost,convance,royalty and taxes of all materials and labour for the work etc complete and as per direction of the Enginner-in-Charge.

R.C.C. work of M-25 grade with 20mm and down graded black hard crusher broken granite chips Including hoisting and laying with all cost, conveyance, royalty and taxes and labour for the work etc complete and as per direction of the Enginner-in-Charge.

Providing form work for concrete with F1 finish for upstream of dam, spillway, glacis of barrages, unexposed surfaces 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 and T & P etc complete as directed by the Engineer-in-charge.

Providing steel reinforcement (plain or tor) in RCC including cost,conveyance and taxes of steel and labour for cutting,bending, binding, or welding of joints and tying the grills and placing in position including cost of binding wire of 16 to 20 gauge etc. complete and as per direction of the Enginner-in-Charge.

Providing ,Laying ,Spreading and compacting graded stone aggregate in wet mix macadam specification including premixing the materials with water at OMC in mechanical mix plant, carriage of mixed materials by tipper to site , laying in uniform layer with paver in sub base /base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406 of MoSRT&H specification for road & Bridge work.as per direction of Engineer -in-Charge

Providingand applying primer coat with bitumen emulsion on prepaired surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg per sqm using mechanical means including cost, conveyance, of materials and labour for the work etc. complete as per direction of the Engineer-in-charge.

Providingand applying tack coat with bitumen emulsion pressure distributer at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom including cost, conveyance, of materials and labour for the work etc. complete as per direction of the Engineer-in-charge.

Providing and laying bituminous macadam (Grading-II,19mm nominal size) with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumentransported to site laid over previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and aligmment and rolling with smmoth wheel. vibratory and tandem roller to achieve the desired compactin as per direction of Engineer-in-Charge

Providing and laying Semi dense bituminous concrete (Grading_II, 10mm Nominal size) with batch type hot mix plant using crushed aggregates of specified grading ,premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting from hot mix plant to work site ,layinh with a hydrostatic paver finisher with sensor control to the required grade ,level,alignment and rolling with smooth wheeled ,vibratory and tondom to achieve the desired compaction as per direction of Engineer-in-Charge.

Providing weep hole in brick masonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm. Dia. AC pipe extending through the full width of the structure with slope of 1V:20H towards drawing face including cost, conveyance, labour, T&P, Cess etc. complete as per direction of the Engineer-in-Charge.

Brick work in cement mortar (1:4) with fly ash.bricks of size 25cmx12cmx 8cm having crushingstrength not less than 75kg/cm2 with dimensional tolerance + 8% with labour for the work and curing etc. complete as per direction of the Engineer-in-charge.

12mm.thick cement plaster in cement mortar (1:4) over brick work including cost, conveyance, royalty and taxes of all materils and labour for the work and curing etc. complete as per direction of the Engineer-in-charge.

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