Bid identification No. OCCL-CBP/05/2024-25

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 material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil with all labours T&P, Cess etc. complete as per direction of Engineer-in- charge.

Cutting of trees and removing the cut trees 900 to 1800mm girth making good to the damage to ground and clearing the debris clear from work site with supply of all equipments T&P ,labour required for the work including all taxes to complete in all respect as per the direction of Engineer-in-charge.

Excavation of foundation in all kinds of soil including stoney earth but excluding all kinds of rocks by mechanical means loading into and transportation by mechanical means and unloading the soil within 1km lead & all lifts delifts in the dumping area as specified including levelling the same in all heights including all lifts,delift and rough dressing to sides and bed of the excavated area with construction,maintainace and removal of cofferdam, haul roads dewatering, lighting the excavated area including mobilisation and demobilisation with all incidental charges etc.complete in all respect.and as per direction of Engineer-in-charge.

Excavation of foundation in all types of D.I. rocks, laterite & softrock by mechanical means not required blasting to be removed by pickaxes and crowbars in both wet and dry condition including shuttering ,propping bullah,piling,and removal of cofferdam, dewatering if required, rough dressing and depositing the excavated materials with all leads, lifts/delifts in the dumping area with in 1km as specified including levelling the same in all heights and rough dressing to the useful materials including hire and running charges of all machineries, mobilisation and demobilisation with all incidental charges etc.complete in all respect.and as per direction of Engineer-in-charge.

Excavation in foundation in hard rock (using appropriate Blasting) of all toughtness and boulders above 0.03 cum in volume within 50 meter initial lead and 1.5 meter initial lift including rough dressing as per specification of the department including stacking useful stones and disposal of rock manually with all lead, lifts, delifts & desposing the debries away from the work site with in 1 Km leads including hire and running charges of all mechinaries, Mobilisation & demobilisation including construction and removal of cofferdam with all labour, T&P, Cess etc.complete in all respect.and as per specification and direction of Engineer-in-charge

Excavation of Hard rock with rock breaker(Blasting prohibited) in canal of all toughness in canal and cutoff trench of canal and other deep cutting sections by mechanical means with initial lead, lift and delifts, loading into and transportation by transport vehicle within 1 km over initial lead and depositing the excavated materials neatly in specified dump yard and spreading by Dozer as per specifications and as directed by the Engineer-in-charge and trimming of bed and slope to the design finished section by manually, if necessary complete.

Preparation of foundation bed of spillway by wedging and barring in hard rock including removal of loose rock by manual/mechanical means including stacking of useful materials in regular stacks by manual/mechanical means with all leads/lifts/delifts including cost of dewatering as per direction of Engineer-in-charge.

Preparation of foundation in hard rock requiring chiselling, hammering, tempering, brushing, air & water jetting by mechanical/manual means including hire and running charges of all equipments and T&P etc. complete for dams and spillway works over rock foundation including stacking of useful materials and disposal of debris if any by manual/mechanical means with cost of dewatering, lighting, as per the direction of Engineer-in-charge.

Clearance of slush and muck from foundation pit by manual means including removal of debris within 50 m. initial lead and initial lift of 1.5m as directed by the Engineer-in-charge.

Excavation in any approved type of soil in approved borrow areas by mechanical means including stripping of borrow area and borrowing earth within 1 Km. lead to the work site as required for the work including cost of construction and maintenance of haul roads and approach roads from the borrow area to work site including watering if required in borrow area loading and transporting the excavated materials by mechanical means and laying on properly prepared and scientifically approved surface having 0.6 m to 0.90 m extra width on both side of the embankment beyond design section of bank of canal in filling reaches and levelling the earth in 22.5 cm layer by mechanical means including rehandiling the soil if required ( to make the fill ready for watering and compaction) to proper shape & size with all leads, lifts, delifts and cost of dewatering if any cost of all materials all taxes on materials including the cost of mobilisation and demobilisation supplying operation maintenance of all machineries equipments and labour required for the work inclusive of supervision charges complete as per direction of Engineer-in-charge complete in all respect (Payment will be made on finished design section, contractor has to arrange borrow earth at his own cost.