Tender For Improvement To Daya Right Embankment Near Badagothamatha (Sl. No. 07)- 1 Clearing grass and removal of rubbish up to a distance of 50 meters outside disposal of unserviceable materials with all leads, lifts and dellifts with cost of all labour, T & P, labour welfarecess etc.complete as per the direction of the Engineer-in-Charge. 2 Earth work excavation in suitable type of soil in borrow area, loading into transport vehicle manually and transportation of earth by mechanical means and unloading the same over the approved surface of embankment in proper profiles with all leads, lifts, delifts etc. including rough dressing and breaking the clods to maximum 5 cm to 7 cm size including removal of roots, bushes, other deleterious materials from transported earth with all cost, carriage, royalty,DMF, EMF, labour welfare cess & laying in layers not exceeding 22.50 cm in depth with hire & running charges of all machineries with all labour & T&P, taxes required for the work etc complete in all respects as per specification and the direction of the Engineer-In-Charge. (Measurement to be taken on finished Level Sections only and earth to be arranged by the contractor at his own cost and responsibility) 3 Excavation of foundation in hard soil or gravelly soil with all leads, lifts, delifts including dressing and levelling the bed to design section and depositing excavated materials away from working area in spoil banks with all leads, lifts and delifts including dewatering shoring shuttering and propping of bullah piles and construction of collar dam if required bailing piles and construction of coffer dam if required bailing out water with all cost, conveyance, labour and cess and all other taxes cess etc.complete as per approved drawing, design speification and direction of the Engineere-in-Charge. 4 Filling foundation and plinth with sand in layers not exceeding 22.50cm in thickness, well watered and rammed including cost, conveyance, royalty,DMF, EMF, additional charges of all materials with all leads,lifts and delifts, cost of all labour , T&P, taxes, labour welfare cess etc. complete as per specification and direction of the Engineer-in-charge. 5 Providing, laying, spreading and compacting stone aggregates of IRC Grade- III metal of size 53mm to 22.4mm free from weathered skin and deleterious materials to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tones in stages to proper grade and camber, applying and brooming requisite type of screening/ binding materials as moorum to fill up the interstices of coarse aggregates, watering & compacting to the required density and thickness of 75mm as per clause No. 404 of MOSRT&H specification for road and bridge works (4th revision) including cost, conveyance, royalty, DMF, EMF, additional charges ,taxes of all materials, hire and running charges of PRR with cost of all labour T&P required for the work, labour welfare cess etc. complete and as per specification & direction of the Engineer-in-Charge. (Measurement will be taken on the finished section only) 6 Collecting,supplying good quality moorum from approved quarry and stacking the same at work site or at approved stack yard for premeasurement in regular box heaps of 1.50m x 1.50 m x 0.50 m to be measured as one cum and conveying from premeasured stacks and spreading the moorum over the prepared surface for sub-base not exceeding 10cm in layers to required thickness including watering and compacting to required density with P.R.R. including cost, conveyance,royalty DMF, EMF, additional charges and all other taxes of all materials and cost of labour , T&P required for the work including hire & running charges of machineries and labour welfare cess etc.complete in all respects,with all leads , lifts and delifts as per specification and as directed by Engineer-In-Charge. 7 Cement Concrete in (1:3:6) proportion using crusher broken hard granite coarse aggregate 40 mm and down graded size of good quality collected from approved quarry free from weathered skin and all deleterious materials using screened and washed coarse sand, mixing by mechanical mixer, placing in proper position, compacting by mechanical vibrator including cost, conveyance, royalty of all materials with all leads,DMF, EMF, additional charges lifts and delifts, centering and shuttering, curing, hire and running charges of all machineries, with cost of all labour,T&P, taxes, fixing of embedments if any and labour welfare cess etc complete as per specification and direction of Engineer-in-charge. 8 Reinforced Cement Concrete (1:1.5:3) with crusher broken hard granite coarse aggregate 12 mm & down graded size of good quality collected from approved quarry free from weathered skin and all deleterious materials , mixing by mechanical mixer, placing in proper position, compacting by mechanical vibrator including cost, conveyance, royalty and all other taxes of all materials with all leads,lifts and delifts, centering and shuttering, curing, hire and running charges of all machineries, with cost of all labour,T&P, taxes, fixing of embedments if any and labour welfare cess etc complete as per specification and direction of Engineer-in-charge. 9 Supplying, straightening, cutting, bending, binding and tying the grills using uncoated HYSD bars of designed diametres and placing in position for fabrication and fixing the reinforcement grills including laps, ties, providing chairs and welding whenever necessary with all labour, T & P including cost,Royality,DMF, EMF, additional charges conveyance of steel and binding wires with all leads, lifts and delifts and labour welfare cess etc. complete and as per the direction of Engineer-in-Charge. 10 Rigid smooth centering and shuttering for Concrete works including false works and dismantling them after casting including cost, carriage of all materials labour, T&P, taxes required for the work with all leads lifts and delifts, labour welfare cess etc. complete in all respects as per specification and direction of the Engineer-In-Charge. (A) i) R.C.C. foundation, plinth band footings based of columns mass concrete , pre-cast slabs etc. 11 Filling foundation and plinth with excavated earth in layers not exceeding 22.50cm in thickness, well watered and rammed including cost, conveyance and all other taxes of all materials with all leads,lifts and delifts, cost of all labour, T&P, taxes, labour welfare cess etc. complete as per specification and direction of the Engineer-in-charge. 12 Fine dressing of earth work in slopes including filling of raincuts and slopes with suitable earth duly compacted and trimmed to the required profile and turfing the surface with dub grass suds 8cm to 10cm thick with all leads, lifts, delifts including laying and trimming to form a level and compact surface in the line with the slopes and grade of embankment section including watering until the luxuriant green growth of grass complete with labour welfare cess and as per the direction of Engineer-in-Charge (The dub grass should be arranged by the bidder at his own cost and measurement to be taken after survival of turf.) 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