Renovation Of Tilya Ahar-1 Earth Work By Excavator And Spreader Or Tractor Leveller In Lower Level Canal Or Flood Embankment Or Dhar (Like Minor, Sub-Minor, Zamindari Bundh, Pynes Etc. Where Tipper Is Not Needed) All Types Of Work Like Filling And Making , Bhagalpur-Bihar

Renovation Of Tilya Ahar-1 Earth Work By Excavator And Spreader Or Tractor Leveller In Lower Level Canal Or Flood Embankment Or Dhar ( Like Minor, Sub-Minor, Zamindari Bundh, Pynes Etc. Where Tipper Is Not Needed ) All Types Of Work Like Filling And Making Of Canal Banks Or Embankment Of Earth Free From Logs Roots Or Any Other Gradients, Desilting Of Canal Bed And Dhar In Proper Profile With Dressing And Finishing Including New Construction Repair Or Restoration In Ordinary Soil Including Cutting Loading Carriage From Pit To Bank Or Embankment Unloading Spreading Clod-Breaking And Laying In Layers Properly With Lead Below 15 Metre And With All Lifts All Complete Job As Per Specification And Direction Of E / I ( Mode Of Measurement-Sectional Measurement Of Compacted Earth ) Note-Add Royality Of Earth Rs 33.00 Where Needed Without Overhead Charge & C.P ( 5.1.47 ) 2 Earth Work By Mechanical Means With Help Of Excavater Tipper And Spreader In Canal Or Flood Embankment Or Dhar All Types Of Work Like Filling And Making Of Canal Banks Or Embankments Of Earth Free From Of Logs Roots Or Any Other Gradients.Desilting Of Canal Beds And Dhar In Proper Profile With Dressing And Finishing Including New Construction Repair And Restoration In Ordinary Soil Including Cutting Loading Carriage From Pit To Bank Or Embankment Unloading Spreading Clods Breaking And Laying In Layers Properly With Lead Meter ( Lead Will Be Considered As Track Path I.E Half Of Distance Travelled In One Cycle I.E Half Of Haulage Path From Pit To Banks Or Embankment.Pit Will Be Beyond 150M From Center To Bank I.E Perpendicular Distance From Center Of Bank To Nearest Boundry Of Pit Will Be Morethan 150M And With All Lift All Complete Jobs As Per Specification And Direction Of E / I ( Mode Of Measurement-Sectional Measurement Of Compacted Earth ) ( 5.1.46.1 ) 3 Earth Work In Excavation In Trenches In Ordinary Soil ( Vide Classification Of Soil Item A ) And Disposal Of Excavated Earth So Obtained To A Distance Upto 50 M And Av. Lift Of 1.5 M Including Levelling, Ramming The Foundation Trenches Removeing The Roots Of Shurbs Etc. All Complete Job As Per Specification And Direction Of E / I ( 5.1.27 ) 4 Providing Coarse Clean Sand Filling In Foundation Trenches Or In Plinth Including Ramming And Watering In Layer Exceeding 150 Mm Thick With All Leads Including The Cost Of Material And Labour Royalty And Taxes All Coplete As Per Building Specification And Direction Of E / I ( Mode Of Measurement Compacted Volume ) ( 5.1.37 ) 5 Providing And Laying P.C.C. Or R.C.C. M-150 With Nominal Mix Of ( 1:2:4 ) In Foundation Of Various Component Of Canal Or Embenkment Structure With Approved Quality Of Graded Coarse Aggregate Of Required Grade ( As Per Design ) And Approved Quality Sand Of Required F.M. Wased And Screened Including Necessary Tools And Plants, Vibrating, Curing Royaity And All Taxes Etc. Excluding The Cost Of Form Work As Well As Reinforcement, Its Cutting , Bending, Binding And Placing Complete Job As Per Specification And Direction Of E / I ( 5.3.4 ) 6 Providing And Laying P.C.C. Or R.C.C. M-150 With Nominal Mix Of ( 1:2:4 ) In Super Structure With Approved Quality Of Graded Coarse Aggregate Of Required Grade ( As Per Design ) And Approved Quality Sand Of Sand Required F.M. Wased And Screened Including Necessary Tools And Plants, Vibrating, Curing Royaity Etc. . Excluding The Cost Of Form Work As Well Reinforcement , Its Cutting Bending , Binding And Piacing Complete Job As Per Specification And Direction Of E / I ( 5.3, 9 ) 7 Brick Work In Designation 100A Brick With Cement Mortar ( 1:4 ) In Foundation With Approved Quality Coarse Snd Of Requisite F.M. Washed And Screened Without Joints To 12 Mm Depth, Curring, Scaffolding And Its Removal Wherever Required Including Royalty And All Taxes Etc. Complete Job As Per Specification And Direction Of E / I ( 5.4.2 ) 8 Providing Designation 100A Brick Work In Cement Mortar ( 1:4 ) In Superstructure With Approved Quality Coarse Sand Of Requisite F.M.Washed And Screened With Raking Out Joints To 12 Mm Depth, Curing, Scaffolding And Its Removal Wherever Required Including Royality And All Taxes Etc.L Complete As Per Specification And Direction Of E / I ( 5.4.6 ) 9 Providing And Laying Dry Pitching With Precast Cement Concrete Block 600 Mm X 600 Mm X 300 Mm Size Of M-100 With Nominal Mix Of ( 1:3:6 ) In Floor And Flank Wall With Approved Quality Of Graded Coarse Aggregate Of Required Grade ( As Per Design ) And Approved Quality Of Sand Of Requisite F.M. Washed And Screened Including Necessary Form Work Tools And Plants Vibrating Curing As Well Royalty And All Taxes Complete Job As Per Specification And Direction Of E / I ( 5.3.17 ) 10 Supplying Good Quality Of Stone Filter ( Size 20 Mm To 63 Mm Size ) On Slope Of The Dam As Per Design Drawing Including The Cost Of Materials, Royalty And All Taxes Etc. But Excluding The Cost Of Carriage, All Complete Job As Per Specification And Direction Of E / I ( .7.6.3 ) 11 Earth Work In Filling In Foundation Trenches And Back Filling Of Structure In Layer Not Exceeding 150 Mm Thick Well Watered Rammed And Fully Compacted And Finely Dressed With Semi Previous Or Suitable Earth Obtained After Cutting Of Borrow Pits With In A Lead Of 30 M And Lift Of 1.5 M Complete Job As Per Specification And Direction Of E / I ( 5.1.31 ) 12 Providing M.S. Reinforcement ( Tor Steel ) As Per Approved Design, Drawing, Removal Of Rust, Cutting, Bending, Binding, Including Supplying Annealed Wire, Placing M.S. Rods In Position Complete Job As Per Specification And Direction Of E / I ( 5.3.22 ) 10Mm Dia 12Mm Dia 16Mm Dia 13 Providing Shuttering Including Strutting, Propping And Its Removal After Use In Foundation As Per Specification And Direction Of E / I ( 5.3.18 ) 14 Providing Centering Including Strutting, Propping Etc. And Removing After Use In Deck Slab As Per Specification And Direction Of E / I ( 5.3.20 ) 15 Providing 12Mm Thick C.P. ( 1:4 ) With Approved Quility Sand Of Requisite F.M. Wased And Screened Including Curing, Scaffoleding Wherever Required And Its Removal Royalty And All Taxes Etc. Complete Job As Per Specification And Direction Of E / I ( 5.5.2 ) 16 Providing Brick Flat Soling With Designation 100A Bricks Joints Filled With Coarse Sand Of Approved Quality Including Royaltyand All Taxes, All Complete As Per Approved Design, Specifications And Direction Of E / I. ( Wrd 5.7.14 ) 17 Supplying 300 Mm Dia Np2 Hume Pipe With Collar In Line And Level And Grade As Well Providing Approved Jointing Materials And Joints Properly Filled To Make Them Water Proof All Complete As Per Specification And Direction Of E / I ( 1703 ) 18 Labour For Laying, Fitting And Fixing Of Np2 H.P. Of Dia 300 Mm With Coller In Line And Level And Grade As Well Providing Approved Jointing Materials And Joints Properly Filled To Make Them Water Proof All Complete As Per Specification And Direction Of E / I ( 5.6.1.3 ) 19 Carriage Of Materials A ) Cement B ) Sand C ) Local Sand D ) Chips E ) Bricks F ) M.S. Rod G ) 300 Mm Dia Np2

INR 10000 /-

INR 157100.0 /-

INR 78.52 Lakhs /-