GeM Registration for tender Supply Of Various Types Of Items - Excavation In All Sorts Of Soil Including Wet And Slushy Condition Of Soil With Yellow, Sandy, Gravelly Soil Including Soft Murrum & H.M. Including Sorting & Stacking And Depositing The Excavated Stuff In Uniform Layers As And Where Directed Upto Lead Of 30 Mt. And Lift As Shown Below Including Clearing The Site Etc. Complete. Including Dewatering A For All Canal Capacity A 0 To 3 Mt. Depth Excavation In All Sorts Of Soil Including Wet And Slushy Condition Of Soil With Yellow, Sandy, Gravelly Soil Including Soft Murrum & H.M. Including Sorting & Stacking And Depositing The Excavated Stuff In Uniform Layers As And Where Directed Upto Lead Of 30 Mt. And Lift As Shown Below Including Clearing The Site Etc. Complete. Including Dewatering A For All Canal Capacity B 3 To 6 Mt. Depth, Excavation In All Sorts Of Soil Including Wet And Slushy Condition Of Soil With Yellow, Sandy, Gravelly Soil Including Soft Murrum & H.M. Including Sorting & Stacking And Depositing The Excavated Stuff In Uniform Layers As And Where Directed Upto Lead Of 30 Mt. And Lift As Shown Below Including Clearing The Site Etc. Complete. Including Dewatering A For All Canal Capacity C 6 To 9 Mt. Depth, Excavation In All Sorts Of Soil Including Wet And Slushy Condition Of Soil With Yellow, Sandy, Gravelly Soil Including Soft Murrum & H.M. Including Sorting & Stacking And Depositing The Excavated Stuff In Uniform Layers As And Where Directed Upto Lead Of 30 Mt. And Lift As Shown Below Including Clearing The Site Etc. Complete. Including Dewatering B For Foundation Trenches Of C.D. Work A 0 To 3 Mt.Depth, Excavation In All Sorts Of Soil Including Wet And Slushy Condition Of Soil With Yellow, Sandy, Gravelly Soil Including Soft Murrum & H.M. Including Sorting & Stacking And Depositing The Excavated Stuff In Uniform Layers As And Where Directed Upto Lead Of 30 Mt. And Lift As Shown Below Including Clearing The Site Etc. Complete. Including Dewatering B For Foundation Trenches Of C.D. Work B 3 To 6 Mt. Depth, Excavation In All Sorts Of Soil Including Wet And Slushy Condition Of Soil With Yellow, Sandy, Gravelly Soil Including Soft Murrum & H.M. Including Sorting & Stacking And Depositing The Excavated Stuff In Uniform Layers As And Where Directed Upto Lead Of 30 Mt. And Lift As Shown Below Including Clearing The Site Etc. Complete. Including Dewatering B For Foundation Trenches Of C.D. Work C 6 To 9 Mt. Depth, Earth Work In Embankment From Borrow Pits In All Sorts Of Soil And Soft Murrum Or Other Suitable Strata As Directed Including Breaking The Clods And Dressing To The Design Sections Including Cutting The Proud Section With Lead As Under And All Lift Including Site Clearing Etc. Complete B For All Canal Capacity A 0 To 30 Mt, Earth Work In Embankment From Borrow Pits In All Sorts Of Soil And Soft Murrum Or Other Suitable Strata As Directed Including Breaking The Clods And Dressing To The Design Sections Including Cutting The Proud Section With Lead As Under And All Lift Including Site Clearing Etc. Complete B For All Canal Capacity B 30 To 200 Mt., Earth Work In Embankment From Borrow Pits In All Sorts Of Soil And Soft Murrum Or Other Suitable Strata As Directed Including Breaking The Clods And Dressing To The Design Sections Including Cutting The Proud Section With Lead As Under And All Lift Including Site Clearing Etc. Complete B For All Canal Capacity C 200 To 1000 Mt, Extra Lead Charges For Each Additional Km Lead Or Part Thereof Beyond 1.0 Km And Upto 5.0 Km For Embankment Work Including All Lifts Etc. Complete, Providing And Laying Cc 1:2:4 Grade Using Cement, Sand And Crushed Metal Including Providing And Erecting Necessary Form Work, Centering, Vibrating, Smooth Finishing, Watering And Curing As Directed With All Leads And Lifts Etc Complete. A Sub Structures, Providing And Laying Cc 1:2:4 Grade Using Cement, Sand And Crushed Metal Including Providing And Erecting Necessary Form Work, Centering, Vibrating, Smooth Finishing, Watering And Curing As Directed With All Leads And Lifts Etc Complete. B Super Structures, Providing And Laying Rcc 1:1.5:3 Grade By Using Cement, Sand And Crushed Metal For Different Items Like Copping Work, Pier Cap, Abutment Cap, Wearing Coat, Skin Concrete, Solid Slab Upto 60 Cm. Thick, Barrel Of Canal Syphons, Barrel Of R.C.C. Through, & Beams For Foundation And Super Structure As Per Approved Design Including Providing Necessary Centering, Shuttering And Form Work, Vibrating, Smooth Finishing, Watering And Curing As Directed With All Leads And Lifts Etc. Complete., Providing And Laying Foundation Concrete Of Proportion As Under By Using Cement, Sand And Machine Crushed Course Aggregate Laid In Situ Including Necessary Temping, Smooth Finishing, Watering And Curing As Directed With All Leads And Lifts Etc Complete. A Pcc 1:3:6, Providing And Laying Foundation Concrete Of Proportion As Under By Using Cement, Sand And Machine Crushed Course Aggregate Laid In Situ Including Necessary Temping, Smooth Finishing, Watering And Curing As Directed With All Leads And Lifts Etc Complete. B Pcc 1:4:8, Backfill With Selected Earth Including Ramming Consolidation Including Watering With Lead As Under And All Lifts Etc. Complete. A 0 To 30 M, Backfill With Selected Earth Including Ramming Consolidation Including Watering With Lead As Under And All Lifts Etc. Complete. B 30 To 200 M, U.C.R. Masonary In Foundation & Superstructure In C.M. Indifferent Proportion Using Stones From Approved Quarry Including Racking Out Joints 20Mm Deep Where Required Including Providing Scaffolding Curing Finishing As Directed With All Lifts Etc. Complete B C.M. 1:3, Providing And Laying 7.5 Cms Thick Cast In Situ Cement Concrete 1:2:4 Garde With The Use Of Crushed Aggregate For Canal Lining Works Including Use Of All Equipments, Scaffolding, Centering Form Work Etc., With Finishing As Required To The Exposed Surface, Making Asphalt Joints As Directed And Watering And Curing Without Sleepers With All Lead And Lifts Etc. Complete, Providing And Laying 10 Cms Thick Cast In Situ Cement Concrete 1:2:4 Grade With The Use Of Crushed Aggregates For Canal Ling Works Including Use Of All Equipments, Scaffolding, Centering Form Work Etc, With Finishing As Required To The Exposed Surface, Making Asphalt Joints As Directed And Watering And Curing Without Sleepers With All Lead And Lifts Etc. Comp, Clearing Silt From Canal /Drain Bed By Digging The Same To The Required Bed Level And Gradient Including Depositing The Excavated Earth Regularly In Spoil Bank For Utilizing The Same For Preparing The Bund After Breaking Clods As And Where Directed For Lead Up To 200 M & Lift Up To 3 M As Under Excluding Weed Cutting Item Executed By Labour A For Canal Below 20 Cusecs, Clearing Silt From Canal /Drain Bed By Digging The Same To The Required Bed Level And Gradient Including Depositing The Excavated Earth Regularly In Spoil Bank For Utilizing The Same For Preparing The Bund After Breaking Clods As And Where Directed For Lead Up To 200 M & Lift Up To 3 M As Under Excluding Weed Cutting Item Executed By Labour B For Canal 20 To 250 Cusecs, Providing, Supplying, Laying And Fixing In Position Underground R.C.C. Hume Pipe Of Np 2 Class Pipes As Per I.S.I. Standard Specification Of Prescribed Diameter Including Filling The Joints And With Providing Necessary Collars With Cement Mortar Of Proportion C.M. 1:1 Inclusive Of Testing For Leakage And Working Pressure As Directed With All Cost Of Materials And Labour For All Leads And Lifts Etc. Complete. 225 Mm Dia, Providing, Supplying, Laying And Fixing In Position Underground R.C.C. Hume Pipe Of Np 2 Class Pipes As Per I.S.I. Standard Specification Of Prescribed Diameter Including Filling The Joints And With Providing Necessary Collars With Cement Mortar Of Proportion C.M. 1:1 Inclusive Of Testing For Leakage And Working Pressure As Directed With All Cost Of Materials And Labour For All Leads And Lifts Etc. Complete. 300 Mm Dia, Providing, Supplying, Laying And Fixing In Position Underground R.C.C. Hume Pipe Of Np 2 Class Pipes As Per I.S.I. Standard Specification Of Prescribed Diameter Including Filling The Joints And With Providing Necessary Collars With Cement Mortar Of Proportion C.M. 1:1 Inclusive Of Testing For Leakage And Working Pressure As Directed With All Cost Of Materials And Labour For All Leads And Lifts Etc. Complete. 450 Mm Dia, Providing, Supplying, Laying And Fixing In Position Underground R.C.C. Hume Pipe Of Np 2 Class Pipes As Per I.S.I. Standard Specification Of Prescribed Diameter Including Filling The Joints And With Providing Necessary Collars With Cement Mortar Of Proportion C.M. 1:1 Inclusive Of Testing For Leakage And Working Pressure As Directed With All Cost Of Materials And Labour For All Leads And Lifts Etc. Complete. 600 Mm Dia

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