Improvement to Canal Service Road of Khalari distributary in bewteen RD 00 km to 4.00km, Godisahi Minor from RD 0.88 Km to 1.70 Km, Nuagaon Minor in between RD 199m to RD 796m of Derjang Irrigation Project.

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth 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, up to a lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm in thickness with all cost of incidental charges , all labour, T&P and cess complete as per drawing, specification,direction of the Engineer-in-charge.

Excavation of any approved type of soil from approved borrow area by mechanical means with all leads, lifts and delifts including loading and unloading into the transportation vehicles within a lead 2 km and depositing the same on properly prepared and scientifically approved surface including rough dressing and breaking the clods to maximum 5cm to 7cm, laying in layers not exceeding 22.50cm including removal of roots, shurb jungles, bushes and all foreign debries from the earth and benching the old embankment, sectioning, cambering the earth work, watering and compaction with PRR for all heights of banks and slopes with required quality control test including construction, maintenance, watering, dewatering and lighting of haul roads and borrow area including mobilization and demobilization of men and machineries including cost, carriage & royalty, taxes of all materials and cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per drawing, specification and direction of the Engineer-in-charge (Measurement shall be taken on finished level section under OMC condition. Borrow area is to be arranged by the agency at his own cost and responsibility)

Earth work excavation in all kinds of soil including stoney earth,gravel and moorum by mechanical means with all leads, lifts and delifts including loading and unloading into the transportation vehicles including trimming of slopes and bed to design section and depositing the excavated materials away from the work site including cost, carriage , taxes of all materials, machineries and cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per drawing, specification and direction of the Engineer-in-charge.

Providing granular sub-base using admixture of sand & moorum in proportion (2:3) to road surface including spreading in uniform thickness including watering and rolling with PRR including cost, conveyance, royalty, taxes of all materials, hire and running charges of machinaries, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge.

Providing, laying, spreading and compacting stone aggregates of IRC- Grade-I (90 mm to 45 mm size ) to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel rollers 8-10T in stages to proper grade & camber, applying & brooming requisite type of screening / binding material to fill of the interstices of coarse aggregate, including turf edging, watering, compacting to required density as per clause 404 of MORT&H specification for road & bridge work ( 4th Revision) with cost, conveyance, royalty, taxes of all materials and hire & running charges of machineries, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per drawing, specification and direction of the Engineer-in-charge

Providing, laying, spreading and compacting stone aggregates of IRC- Grade-III (53 mm to 22.40 mm size ) to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with 8-10Tonnes Vibratory rollers in stages to proper grade & camber, applying & brooming requisite type of screening / binding material to fill of the interstices of coarse aggregate, including turf edging, watering, compacting to required density as per clause 404 of MORT&H specification for road & bridge work ( 4th Revision) with cost, conveyance, royalty, taxes of all materials, hire & running charges of machineries, and cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge.

Collecting, supplying and spreading good quality moorum in sub-base in canal bed with well watered and rammed to line and level, hire and running charges of machineries with cost, carriage royalty of all materials, cost of all labour, T&P with cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge.

Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified materials with all leads and lifts including hire and running charges of machinaries, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, carriage of mixed Material by tipper to site, laying in uniform layers 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 MoRT&H Specifications for road & Bridge works(4th. Revision) including cost, conveyance, royalty, taxes of all materials, hire and running charges of machinaries, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge.

Providing & applying Primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer @ 0.60Kg/sqm using mechanical means as per Clause 502 of MoRT&H Specifications for road & Bridge works (4th. Revision) including cost, conveyance, taxes of all materials, hire and running charges of machinaries, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge.

Providing and laying bituminous macadam Grade-II 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 prepaired surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 504 of MoRT&H Specifications for road & Bridge works(4th. Revision) including cost, conveyance, royalty, taxes of all materials, hire and running charges of machinaries, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per Clause 503 of MoRT&H Specifications for road & Bridge works(4th. Revision) including cost, conveyance, taxes of all materials, hire and running charges of machinaries, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge.

Providing and laying semi dense bituminous concrete Grade-II with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoRT&H Specifications for road & Bridge works(4th. Revision) including cost, conveyance, royalty, taxes of all materials, hire and running charges of machinaries, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge.

Filling foundation and plinth with clean coarse sand, well watered and rammed including cost, conveyance, royalty, taxes of all materials, hire and running charges of machineries, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge.

Providing and laying Cement Concrete of M-15 grade using 20 mm down graded size hard granite crusher broken chips of approved quality, colour and texture free from weathered & skinned and sharp sand of approved quality from approved quarry, mixing, hoisting, lowering and laying in position, compacting and curing for specified days including cost, conveyance, royalty, taxes of all materials, hire and running charges of machinaries, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge.

Providing and laying Cement Concrete of M-20 grade using 20 mm down graded size hard granite crusher broken chips of approved quality, colour and texture free from weathered & skinned and sharp sand of approved quality from approved quarry, mixing, hoisting, lowering and laying in position, compacting and curing for specified days including cost, conveyance, royalty, taxes of all materials, hire and running charges of machinaries, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge.

Supplying, fitting & placing uncoated HYSD bar confirming to IS :1786 ( make TATA / SAIL) reinforcement (inclusive of over lap & wastage) for R.C.C. work including cutting, bending, binding and tying the grills and placing in correct position including cost, conveyance, taxes of HYSD bars & binding wire of 18 to 20 gauge with cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge.

Providing formwork for concrete with F1 finish for upstream faces of dam, spillway, glacis of barrages, unexposed surfaces of foundation, block, joints etc with steel shutters rigidly fixed and removal of rooms and making good to the surfaces where necessary complete including cost, conveyance, taxes of all materials, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge.

Collecting, Supplying, laying and fixing in position R.C.C. spun pipe with colar joint with C.M (1:3) completed including cost, conveyance, taxes, cost of all labour, T&P,with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge.

Providing weep holes in Plain / Reinforced concrete abutment, wing wall / return wall using 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce at regular interval including cost, conveyance, taxes of all materials and cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge.

Providing & laying of filter media with stone crushed agreegates of 45mm size satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to thickness of not less than 600mm with smaller size towards the soil bigger size towards wall and provided over the entire surface behind abutment wing wall and return wall to the full height compacted to a firm condition including cost, conveyance, royalty, taxes of all materials, hire and running charges of machinaries, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge.

Filling foundation and plinth with excavated materials laying in layers not exceeding 0.30M in depth including well watered and rammed including cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge.

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