REJUVENATION OF WATER BODIES PROJECTS (REJUVENATION OF BAR PUKHURI POND AT WARD NO.01 UNDER PATACHARKUCHI MUNICIPAL BOARD) UNDER ATAL MISSION FOR REJUVENATION AND URBAN TRANSFORMATION (AMRUT)2.0

Amount

REJUVENATION OF POND

Clearance of different types and nature of water hyacinth, aquatic weeds, Taranies, Dalanies, Pitanies, repeated vegetation etc. from Beels/Tanks / Ponds / swampy and marshy areas dragging manually / mechanically / through machinery etc. with necessary ropes, bamboos, chains and other debries, devices etc. making patches, cutting in to pieces with with the help of knifes / sickles / sews as necessary and depositing and stocking inthe marginal area of the beels / tanks / ponds / swampy and marshy areas in a regular form of bundhs or heaps within a lead of 100.00mtres and lift up to 250 cm as per direction of the deppt. etc. complete ( pushing out the patches and piecs of vegetation may also be made through the connecting channels with the river and burning the lifted vegetation after sunshine as and when applicable)

Bailing out accumulated water from the tank / pond / Beels /Swampy and marshy areas with the help of power pump machines to expose the beds to sunshine till suitable for excavation in the form of earth as per direction and requirement of the deppt. Etc. Complete including the cost of transportation of power pump machine.

Removal of unserviceable soil disposal upto 1000mtrs etc

Excavation of marshy soil (Excavation for roadway in marshy soil with hydralic excavator 0.9 cum bucket cepacity including cutting and loading in tippers and disposal with in all lifts and lead up to 1000 metres, trimming of bottom and side slopes in accordance with requirement of lines, grades and cross sections)

Embankment Construction with material Obtaind from Borrow pits ( Construction of embankment with approved material obtain from borrow pits ( with all lift and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( Including the cost of testing of materials at site and laboratory as directed by deppt.) a) Private Land Extra lead beyond initial lead of 3.0 km for additional 5km

Boulder appron laid in wire crates (Providing and laying of boulder appron laid in wire crates made with 4mm dia GI wire comforting to IS:280 & IS:4826 in 100mm X 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulder weighing not less than 40.00kg each)

Providing and laying pitching of slopes laid over prepared filter media including boulder appron laid dry in front toe of embankment complete as per drawing and technical specifications

Stone masonary in cement mortar for Substructure…….

BEAUTIFICATION OF POND

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By Manual Means n area of non thorny jungle

Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. Private Land

Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,and compacting with vibratory roller to achieve the desired density,complete as per cl. 401 for grading-III Material

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd.density ( with an initial lead of 5.0 km.) Grading- III

Inter locking concrete Block pavement (A) Interlocking pavement block Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraints

Operation and Maintenance cost for on eyear