Renovation of Purunapani MIP in Narasinghpur Block of Kataka District under Improvement To Tank and MIP Scheme for the year 26-27.

Clearing grass and removal of rubbish and depositing the same clear of work site with all leads, lifts and delifts etc with supply of all labour and T&P required for the work etc. complete in all respect as directed by the Engineer-in-Charge.

Excavation loading, unloading and carriage by mechanical means of all kinds of soil, including Stoney earth, gravel and moorum etc inters read with boulders upto1/2 cum size wih all lifts and delifts including trimming of slope and bed to design section and depositing the excavated materials away from site as per the specification and as directed by the Engineer-in-charge within an initial lead of 1 km from the place of excavation complete as directed by the Engineer in-charge. (Measurement will be taken on finished level section)only. (1 KM)

Providing Cement Concrete M15 grade on approved surface , shape and size using 20mm and downgraded crusher broken hard granite stone aggregates of approved quality quarried, free from weathered skin surface and any other deleterious materials, using clean and sharp sand of approved grading and quality confirming to the design specifications including hoisting & lowering to all heights, watering & dewatering, laying the concrete in position to proper slope and level, compacting in layers with vibrators and finishing the exposed surface smooth, curing for required time, providing beads and grooves including cost, conveyance, royalty and other taxes of all materials, with all cost of tools and plant, cost and carriage of water etc, with supply of all labour and supervision charges including mobilisation & demobilisation of machineries, all incidental charges required for the work complete in all respect as directed by the Engineer-in-charge.

Providing rigid shuttering with the box type steel shuttering plates with keys for intermediate construction joints for plain or reinforced cement concrete works including false work and dismantling the same after casting and proper curing including cost, conveyance, royalty and taxes of all materials required for the work with supply of all labour and T&P required for the work etc, complete in all respect as directed by the Engineer-in-charge.

Excavation of all kinds of soil including moorum, stoney earth, gravel etc. excepting all kinds of rock and boulders exceeding 0.014cum in volume for dam base stripping, cut-off trenches, outfall drains and stripping in borrow area including rough dressing and dumping the excavated material away from work site manually within initial lead and lift including stacking the useful material as directed by the Engineer-in-charge

Removing old revetment and aprons and repacking them with available departmental stone, filling interstices with small stones by edging and hammering to proper slope and level including cost, conveyance, royalty and taxes all materials with all leads and lifts etc. complete as per the direction of the Engineer-in-charge.

Excavation of any approved type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil with all leads and lift on properly prepared and scientifically approved surface including spreading and levelling the earth in 30.00 cm layers to make ready for compaction with HRR in afflux bund for all height including construction, maintenance and lightening of haul road and borrow area etc. complete as per direction of Engineer-in-Charge. (EXCLUDING OMC) (Measurement will be taken on finished level section)only. (1 KM)

Ramming or rolling earth work with light H.R.R in embankment in layers not exceeding 0.3m. with supply of all labour and T&P required for the work etc. complete in all respect as directed by the Engineer-in-Charge

Providing stone riprap to the slopes of earthdam and dyke with quarried and blasted granite stone boulders of size 0.30m and above including dumping on slopes filling interstices with small stones & wedges and packing surface to proper line and levels including fixing wave breakers complete with all leads & lifts complete as directed by the Engineer-in-charge. (No deduction towords voids in finished section.)

Providing, laying, spreading and compacting stone aggregates IRC GRADE-II (63mm to 45mm) of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404 of MoSRT&H Specifications for Road & Bridge works