Rejuvenation of Talab beside Dhurwa Bus stand Shelter home under Ward No-38 RMC Ranchi.

Clearing and grubbing road land including uprooting rank vegetation ,grass, bushes,shrubs,sapling and tress girth upto 300 mm , removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used of auctioned and disposal of top organic soil soil not exceeding 150 mm in thickness.

Dewatering pump 10 HP (Add 10.00% on basic rate for CP)

E/W in excavation and filing in canal by the hydraulic excavator as per designed section in ordinary soil (vide classification of soil item -A) and making the banks with excavated earth in proper profile and clod breaking and laying earth in 225 mm layers beyond 500 mm but upto 1000 mm and all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I

Trimming & dressing the side slope of dam to proper section with all leads and lifts as per drawing, specification and direction of E/I. Pond side edge on which boulder pitching and rip-rap to be done

Labour for rolling and compacting the earth in layers of 225mm thick at O.M.C. by sheep foot roller driven by tractor to achieve minimum 95% of maximum dry density including sprinkling the required quantity of water making arrangement for supply and carriage of water with all leads and lifts finishing the surface with propoer camber , grade super elevation including hire charge of compaction machine and other tools and plants etc all complete as per direction of E/I. (Mode of measurement sectional measurement of compacted earth.) Pond side edge on which boulder pitching and rip-rap to be done

Supplying and laying 300 mm thick humous layer on slopes of dam with manual compaction and turfing the surface with approved dub grass with 1km. Lead including watering and ramming till growth of the grass all complete as per specification and direction of E/I. Pond side edge on which dub grass to be done

E/W in flood embankment, canal banks as well as special repair of embankment in canal bank in grade A & B types of soil (vide soil-A and B) in proper profile excavation by hydraulic m/c and carriage by tipper truck obtained from borrow area or any other source free from logs, roots or any other ingredients with all lifts including breaking clods to maximum 60mm size, placing earth in layers not exceeding 225mm thick all complete as per specification and direction of E/I, Lead beyond 2 km but up to 3 km. Pond side edge on which boulder pitching and rip-rap to be done

Extra for earth work in marshy, slushy and daldal soil(vide classification of soil item-F) all complete as per specification and direction of E/I.

Earth work in filling in foundation trenches and back filling of structure-do-with semi pervious or suitable earth obtained after cutting of borrow pits within a lead of 30M and lift of 1.5M complete job as per specification and direction of E/I.