Improvement to Service Road of Kusabenti Minor left bank from RD. 00M to 1600M for the year 2026-27

Clearing grass and removal of rubbish upto a distance of 50meters outside the periphery of the area including all cost of labour T&P etc complete as per the direction of the Engineer-In-Charge

Excavation of any approved type of soil in approved borrow area by mechanical menas loading into and transportation by mechanical means and unloading the soil within initial lead of 5Km on properly prepared and scinetifically approved surface including spreading and levelling the earth in 22.5 c.m layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering and compaction for all heights including construction, maintenance, watering and lighting of haul road and borrow area including watering earthwork upto OMC condition and compction by PRR and dozer in layers not exceeding 22.5cm to 95% dry density including hire and running charges of PRR with royalty of earth etc complete as per the direction of the Engineer-in-Charge. (Measurement of the fill to be taken on the finished compacted section under OMC condition)

Waterint upto OMC condition and compaction b sheepfoot rollers and dozer in layers not exceeding 22.5cm to 95% dry densite including hire and running charges of all the mechaniries including cost of labour T&P complete as per direction 0f the Engineer-in-Charge. (Measurement of the fill to be taken on the finished compacted section under OMC condition)

Loosening, leveling and compacting original ground supporting embankment of facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achiee minimum dry density as given in table 300-2 for embankment construction & Clause 305 of MoSRT&H specifications for Road & Bridges works (4th Revision) with all labour T&P Hire charges of machaneries and LW cess complete as per diection of Engineer-in-Charge.

Providing, laying, spreading and compacting stone aggregates of Grade-I (90mm to 45mm) specific sizes to water bound macadam specification including spreding in uniform thickness, hand packing rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying ad brooming requisite type of applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required densite as per Clause 404 of MoSRT&H specification for Road & Bridge works (5th revision) with cost, carriage, royalty etc complete as per direction of the Engineer-in-Charge.

Providing, laying, spreading and compacting stone aggregates of Grade-II (63mm to 45mm) specific sizes to water bound macadam specification including spreding in uniform thickness, hand packing rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying ad brooming requisite type of applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required densite as per Clause 404 of MoSRT&H specification for Road & Bridge works (5th revision) with cost, carriage, royalty etc complete as per direction of the Engineer-in-Charge.

Collecting, conveying and stacking good quality of Moorum from approved quarry and approved quality at work site on regular box of heaps of size 1.5x1.5x0.50m to be measured as one cum and conveying from pre-measured stacks and consolidation with HRR including watering with, cost, carriage royalty and all other taxes of all required materials etc complete as per the direction of the Engineer-in-Charge

Earth work in excavation of foundation in all kind of soil including dressing and leveling the bed to required profile for receiving the sand filling and concrete and depositing the excavated materials away from the working area with all leads, lifts & delifts etc complete as per the direction of the Engineer-in-Charge

Collecting, conveying and stacking river sand at work site & filling foundation & plinth with sand well watered & rammed with cost,, carriage, royalty of all materials etc complete as per the direction of the Engineer-in-Charge

Cement concrete M-15 grade with 40mm downgraded size crusher broken hard granite Chips of approved quality from approved quarry free from weathered skin and dusts mixed with screen and washed sharp coarse river sand and port land cement of ISI standard and grade as approved by the department, vibrating, finished and watering for curing for a period as approved by the department including all cost, carriage, royalty taxes of materials etc complete as per the direction of the Engineer-in-Charge