ACE, EC-II AKPD 36 of 2025-26 Protection to Scoured Embankment on Kochila Right from RD 1.355 Km to 1.490 Km.

Earth work excavation of foundation, loading, unloading and carriage by mechanical means in all kinds of soil including stony earth, gravel and moorum etc. inter spread with boulders up to ½ cum. size with all lifts and delifts including trimming of bank slopes and bed to design section and depositing the excavated materials away from work site mechanically as per the specification and as direction by the Engineer-in-charge within an initial lead of 1 Km. from the place of excavation complete.

Providing single under reamed R.C.C.pile of 300 mm dia board compaction pile driving to a depth of 9.00 m from the specified level made of RCC M-25 grade using 20 mm downgraded size black CBHG chips including cost of boring but excluding the cost of steel and labour charges for cutting, bending and binding of steel including curing for specified period with cost, conveyance, royalty, cess etc. complete as per approved drawing and specification as per direction of Engineer-in-Charge.

Supplying, driving and fixing Z type sheet pile up to maximum depth of 2.60 mtr. including hire and running charges of driving machine and all labour charges with interlocking sheet piles including cost, carriage, handling, loading and unloading of sheet pile to worksite including welding whereever necessary to form a water tight cut off and including all incidental charges, cess complete as per approved drawing and specification as per direction of Engineer-in-Charge.

Earth work in excavation of foundation in ordinary soil or gravelly soil with required lead, lift & delift including dressing and levelling the bed and dumping the excavated materials away from the work site including cost of labour, carriage, cess, etc. all complete as per specification and direction of the Engineer-in-Charge.

Filling foundation and plinth with sand by mechanical/manual means and laying in layers duly compacted, watering including cost, carriage, royalty with all leads, lifts, delifts, cess etc all complete as per drawing and specification and as per the direction of Engineer-in-Charge.

Providing & laying cement concrete conforming to M-15 grade in approved surface using 40 mm size and down graded black hard granite (crusher broken) chips and sharp sand of approved grading from approved quarry for CC work conforming to specification, mixing by concrete mixture including hoisting and laying concrete in position, compacting with concrete vibrator with all leads, lifts, delifts for mix concrete, royalty of all materials, cess including dewatering, curing for specified days by suitable means with supervision charges including mobilization and demobilization with cost of construction and dismantling of gangway and scaffolding, chute with all materials, construction of coffer dam / approach road, diversion road, site illumination, hire and running charges of machineries, dewatering by suitable means required for the work as per approved drawing and specification complete with all cost as directed by Engineer-in-Charge.

Providing & laying cement concrete conforming to M-25 grade in approved surface using 20 mm size and down graded black hard granite (crusher broken) chips and sharp sand of approved grading from approved quarry for RCC work conforming to specification, mixing by concrete mixture including hoisting and laying concrete in position, compacting with concrete vibrator with all leads, lifts, delifts for mix concrete, royalty of all materials, cess including dewatering, curing for specified days by suitable means with supervision charges including mobilization and demobilization with cost of construction and dismantling of gangway and scaffolding, chute with all materials, construction of coffer dam / approach road, diversion road, site illumination, hire and running charges of machineries, dewatering by suitable means required for the work as per approved drawing and specification complete with all cost as directed by Engineer-in-Charge.

Supplying, straightening, cutting, bending, binding and tying the grills using uncoated HYSD bars cutting, bending of designed diameters and placing in position for fabrication and fixing the reinforcement grills including laps, ties, providing chairs and welding whenever necessary with all leads, lifts and delifts.with all labour, cess complete including cost, conveyance of steel and binding wires complete and as per the direction of Engineer-in-Charge.

Providing form work 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 forms and making good to the surfaces where necessary with all labour, material, cess etc.complete as per direction of Engineer-in-Charge.

Providing & laying 16mm thick bitumineous expansion joint board (ISI) expansion joints of concrete, lining including all cost, carriage & labour cess etc. complete as per the direction of Engineer-in-Charge.

Providing and fixing of Weep Holes in Brick Masonry / Plain Concrete / RCC in abutment, wing wall and return wall etc. with 100 mm Dia AC pipes extending through full width of structure in slope of 1V:20H towards drawing face using cement mortar (1:3) with cost of all materials, curing, royalty, cess etc. all complete as per drawing and technical specification and direction of the Engineer-in-Charge.

Providing and laying of Filter Media with stone crushed aggregates of 45mm size satisfying the requirements laid down in clsuse 2504.2.2 of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification etc. complete as per specification and direction of the Engineer-in-Charge.

Quarrying, Collecting, supplying blasted hard granite stone boulder of 30 Cm & above size from the approved quarry (other than laterite, sand stone) with free from weathered skin & other deleterious materials and providing of Dumping the stones in rip raps, spur, and slope protection works with surface packing in all heights and depths including filling the interstices with small stones, wedging and packing surface to approved profile in proper line, levels etc with fixing of wave breakers, all cost, conveyance, labour, all leads, lifts, delifts,T&P required for the work, royalty, cess including dumping in water, hire charges of boat with boatman and lunch with driver, hire and running charges of machineries, all leads, lifts, delifts handling and re-handling charges, all other incidental charges and all quality control testing charges etc as required for the work, haul roads etc. complete as per specification and direction of the Engineer-in-charge.(Measurement to be taken in level section & 1/6th voids will be deducted from the finished level section).

Earth work in excavation in all kinds of approved soil from approved borrow area by mechanical means with all leads, lifts and delifts including loading into the transportation vehicles and unloading from transported vehicles 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, shrub jungles, bushes and all foreign debries from the earth and benching the old embankment, sectioning, cambering the earth work, watering and compaction with all types of compacts equipments under OMC conditions to attain minimum proctor dry density of 95.00% 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 and all incidental charges required for the completion of work, complete in all respect including cost of royalty with labour cess as per approved drawing, specification and direction of the Engineer-in-Charge. (Measurement shall be taken on finished compacted section. Borrow area is to be arranged by the agency at his cost and responsibility)