Rejuventation of Jateswar Bandha at Kabisuryanagar Town, Under Kabisuryanagar NAC Dist Ganjam Odisha

De-Watering:-Suplying all materials, labours, T&P, 5.00 HP Diesel Pump set with POL, Pump Operator etc. and De-watering the clear water/muddy water etc. all complete as per the required specification and direction of Engineer in charge (Volume of water to be ascertained basing on bathymetric survey/ contour survey report ) (Note:- Gravity flow drain-out of pond water has to be explored instead of 100% pumping by pump sets) Hire running charges for Pumps with 5 HP Disel Engine 1 X 9430 Sqm Water body Subject to dewatering Net water Area x Depth of Water = 9430 sqm X 2.01m= 18954.30 cum or say 18954300.00 Ltr 5.00HP Diesel Pump Sets capacity = 600ltr per minute Hours of Pumping Required =((Volume of water in ltr / (600 Ltr x 60))Hours required = 18954300 Ltr / 36000 Ltr/Hour

Deweeding:-Uprooting rank vegetation and weeds by digging the area to a depth of 60cm, removing all weeds and other growth roots by forking repeatedly beraking clods rough dressing flooding with water uprooting fresh growths after 10 to 15days and then fine dressing for planting new grass etc as per the required specification and direction of the Engineer-in -charge Note:-Deweeding shall be measured in sqm based on actual weeds coverages in the poind. (Health Score Cards / Pre photo / googgle pictures / Drone survey Pictures shall have to be supported with the estimates) (Water Surface Area) X ( % Coverage Area of Weeds) 30% Coverage Area of Weeds X 30%

De-Silting :- Supplying all materials labour T&P, Excavation of any available type of soil by mechanical means loading into and transportation by mechanical means and unloading the soil within the Pond Area on properly prepared and scientifically approved surface including spreading and levelling the earth in 22.5 cm layers to make ready for watering and compaction by mechanical means but excluding watering and compaction in dams and dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow area etc. complete as per the required specification and direction of the Engineer-incharge. (measurement of the fill to be taken on the finished compacted section under OMC condition.) (Note:- 100% Desilting requires to be executed with out any compromise) (Section wise Average Silted Area) X (Section wise Average Silted Depth) 1 X 7872.6 sqm X 0.60m (a) 30% of silt

(b) Supplying all materials labour T&P for excavation of any avaliable type of soil by mechanical means loading into and transportation by mechanical means and unloading the soil up to 5km lead in low lying Govt. land identified by the ULB including spreading and levelling the earth with construction, maintenance, watering and lighting of haul road and borrow area etc. complete as per the required specification and direction of Engineer-incharge. (measurement of the fill to be taken considering initial and final level of the dumping area.) (AoR-2006, Page no-11, item No.1) 70 % of total silt quantity in item no 3

Supplying all materials labour T&P, Excavation of any available type of soil by mechanical means loading into and transportation by mechanical means and unloading the soil within the Pond Area on properly prepared and scientifically approved surface including spreading and levelling the earth in 22.5 cm layers to make ready for watering and compaction by mechanical means but excluding watering and compaction in dams and dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow area etc. complete as per the required specification and direction of the Engineer-incharge. (measurement of the fill to be taken on the finished compacted section under OMC condition.) (Cross Sectional Area) X (Cross Sectional Depth) (Note:- Minimum 60 Cm Depth is to be excavated after the desilting work or the mother earth excavation depth shall be >60 Cm) Cross Sectional 1 7457.60 sqm X 0.60 m

Supplying all materials labour T&P, Watering earthwork upto OMC condition and compaction by Mechanical means in layers not exceeding 22.5Cm to 95% dry density including hire and running charges of all the Machineries etc complete as per the required specification and direction of the Engineer-in - Charge (AoR-2006, Page no-12, item No.2) ( Thickness of each layer should not exceed to 22.5cm) 1st Layer 1 X 442.4 m X 13.31

Supplying all materials , Labour, T&P and Fine dressing of earthwork in odinary or hard soil in road / Embankment formation including cost of cutting of filling earth upto 0.15m depth of surface etc all complete as per the required specifications and direction of Engineer in Charge (AoR-2006, Page no-7, item No.10) Cross Sectional Area may be of Triangular or Square for allignment and demarktation perpose 1 X 442.4m X 14.0m

Laying of Hume Pipe Conduit for Water Transmission Earth work in all kinds of soil for making trench to lay Hume Pipe conduit within 50 Mtr initial lead and 1.5 mtr initial lift including rough dressing the bed as per the required specification and direction of the Engineer in charge Outlet Pipe 1 X 9.4m X 1.5m X 1.80m

Providing and Laying (to level or slopes) and jointing with rubber rings pre-cast reinforced socket and spigot concrete pipes Class NP-3 of the following diameters conforming to IS:458 - 2003 suitable for rubber ring roll on joint of the following internal diameter as per specification complete. (Earthwork in trenches to be measured and paid for separately) as per the specification and direction of the Engineer-in -charge. 600 mm dia

Supplying and fixing of Rough Stone dry packing in approns and revetments with hard granite stones of minimum 30 cm size and above, all complete including all cost, conveyance, taxes of all materials and labour etc all complete as per the required specification and direction of the Engineer-in- Charge (AoR-2006, Page no-79, item No.15) outlet 2 X 3.00m X 1m X 0.30m