Quotation For Unit Rate Of Emergency Work 2022-23-1 Dismentalling The Existing Brick Masonry Including Sorting Out And Stacking The Useful Materials And Removing The Debries And Making Good The Damage Etc. Complete As Directed. ( B ) In Cement Mortar 2 Dismentalling The Existing Foundation Concrete Including Disposing The Dismentalled Stuff Including Sorting Out And Stacking The Useful Materials And Removing The Debries And Making Good The Damage Etc. Complete As Directed. ( B ) In Cement Mortar 3 Dismentalling The R.C.C. Work & Disposing Off The Stuff Including Stacking Of The Useful Materials Etc. Complete As Directed. ( A ) Light Reinforcement. ( Main Bar Up To 16 Mm Dia. ) 4 Dismentalling The Existing R.C.C.Pipes Of The Following Diameter Including Sorting Out And Stacking Of The Useful Materials Including Refilling The Trenches Etc. Complete As Directed. ( Np-2 Pipes ) 4-1 ( A ) 225 Mm To 400 Mm Dia. 4-2 ( B ) 450 Mm To 600 Mm Dia. 4-3 ( C ) 650 Mm To 900 Mm Dia. 4-4 ( D ) 1000 Mm To 1200 Mm Dia. 4-5 ( E ) Above 1200 Mm Dia. 5 Excavation Of Canal / Drain In All Sorts Of Soils ( Including Wet And Slushy Condition Of Soil ) Including Yellow, Sandy And Gravelly Soils & Soft Murrum Including Depositing The Excavated Stuff In Uniform Layers In Canal Banks Or In Spoil Banks Or As And Where Directed Including Dressing The Canal Section Upto Lead Of 50 Meter And Lift Shown Below Including Clearing The Site, Dewatering Etc. Complete. ( Manual Operation With Dewatering ) 5-1 ( A ) Up To 1.50 M. 5-2 ( B ) 1.50 To 3.0 M. 5-3 ( C ) 3.0 To 4.50 M. 5-4 ( D ) 4.50 To 6.0 M. 5-5 ( E ) For Additional Depth Slab Of 1.50 M Or Part Thereof. No. 6 Dewatering The Foundation Trenches During Excavation Of Canals, Drains, Foundation Tranches, Concrete, Masonary Etc. Till Completion And Diversion Of Surface And Sub Surface Water By Using Pumps Of Suitable Capacity Either Diesel Or Electrical Driven Including Cost Of Labour, Pipelines Etc. For Delivery Distance Beyond 50 Meters. 7 Extra Lead Charges For Excavated Stuff To Be Dumped Or Used In Banks For Lead Beyond 50 Meter As Specified In Related Items ( Excavation By Machinary ( Including Loading & Unloading ) 7-1 ( B ) Lead Beyond 500 Meter & But Up To 1Km. 7-2 ( C ) Basic Charges For Lead Beyond 1 Km. But Up To 2 Km. 7-3 ( D ) Basic Charges For Lead Beyond 1 Km. But Up To 3 Km. 7-4 ( E ) Basic Charges For Lead Beyond 1 Km. But Up To 4 Km. 7-5 ( F ) Basic Charges For Lead Beyond 1 Km. But Up To 5 Km. 8 Earthwork In Embankment From Canal Borrow Pits In All Sorts Of Soil And Soft Murrum Including Breaking Clods, Dressing To The Design Section With Lead Up To 50 Meter And Height Of Embankment Above Ground Level As Under. ( Manual Without Dewatering ) 8-1 ( A ) Upto 3 Meter. 8-2 ( B ) 3.0 M To 6 M. 8-3 ( C ) 6.0 To 9.00 M. 9 Earthwork In Embankment Using Soil, Soft & Hard Murrum Excavated From Approved Borrow Area / Village Tanks Etc.Including Breaking Clods, Dressing To The Design Section With Lead Up To 500 Meter And All Lifts. ( By Jcb-4Cx Machinary ) 10 Earthwork In Embankment Using Soil, Soft & Hard Murrum Excavated From Approved Borrow Area / Village Tanks Etc.Including Breaking Clods, Dressing To The Design Section With Lead Up To 1.0 Kilometer And All Lifts. ( By Poclane Machinary ) 11 Compaction Of Selected Soil / Hard Murrum / Soft Murrum In Even Thickness Of 15 To 20 Cms Including Watering Rolling Of Suitable Capacity Etc. Complete As Directed. 12 Compaction Of Selected Soil / Hard Murrum / Soft Murrum In Even Thickness Of 15 To 20 Cms Including Watering Temping With Suitable Hand Rammer Etc. Complete As Directed. 13 De-Silting Of Canal / Drain With Lead Upto 50 Meter And Lift Upto 1.50 Including Dewatering If Any Required For Following Depth Etc. Complete As Directed. [ For Dry Condition ] 13-1 ( A ) For Canals Above ( 500 Cusecs ) 14.17Cumecs. 13-2 ( B ) For Canals Between ( 250 To 500 Cusecs ) 7.0 To 14.17Cumecs. 13-3 ( C ) For Canals Between ( 20 To 250 Cusecs ) 0.56 To 7.0 Cumecs. 13-4 ( D ) For Canals Below ( 20 Cusecs ) 0.56 Cumecs. 13-5 ( E ) For Every Additional Lead Of Every 50 Mt. Or Part There Of. ( For Canals ) 13-6 ( F ) For Every Additional Lift Of Every 1.50 Mt. Or Part There Of. ( For Canals ) 14 Removing And Destroying The Thick Gha Bajariya From The Canal / Drain Bed Under Water Pool Including Cutting, Carting It Away As Directed And Burning The Same Etc. Complete For All Lead And Lifts. 14-1 ( A ) Canals Having 500 Cusecs Capacity And Above 14-2 ( B ) For Canals Having Capacity 500 Cusces To 250 Cusecs 14-3 ( C ) For Canals Below 250 Cusecs Capacity 15 Removing And Destroying The Thick Pan Kutti Or Any Other Acquatic Growth From The Canal / Drain Bed Under Water Pool Including Cutting, Carting It Away As Directed And Burning The Same Etc. Complete For All Lead And Lifts. 15-1 ( A ) Canals / Drains Having 500 Cusecs Capacity And Above 15-2 ( B ) For Canals / Drains Having Capacity 500 Cusces To 250 Cusecs 15-3 ( C ) Canals / Drains Below 250 Cusecs Capacity 16 Excavation Of Canal / Drains In All Sorts Of Soils ( Including Wet And Slushy Condition Of Soil ) Including Depositing The Excavated Stuff In Uniform Layers In Canal Banks Or In Spoil Banks Or As And Where Directed Including Dressing The Canal Section Upto Lead Of 50 Meter And All Lift Including Clearing The Site Etc. Complete ( By Machinery For Canal / Drain Maintanance ) ( Up To 1.5 Cumecs Capacity Of Canal / Drain ) 17 Clearing The Canal Land Width Including Removing The Shrub, Bushes, Cactus, Weeds Other Vegetation Including Cutting Down Trees Upot 0.50Cm Girth And Depositing The Removed Materials Outside The Canal Land Width Up To Lead Of 50 Meter As Directed Etc. Complete. ( Without Water Pool ) 18 Excavation For Foundation In All Sorts Of Soil Including Yellow, Sandy, Gravelly Soil, Soft & Hard Murrum, Etc. Dry Condition Including Depositing The Excavated Stuff In Uniform Layers In Banks Or As Directed Etc. Complete For Lead Uo To 1.0 Km And All Lifts. ( By Machinery ) 18-1 ( A ) Above Water Table. 18-2 ( B ) Below Water Table. 19 Back Fiing The Foundation Trenches Around The Structures Etc. With Selected Excavated Stuff Including Watering, Ramming, Compacting Etc. Complete. ( By Machinary ) 20 Providing And Laying Plain / Reinforced Ordinery Portland Cement Concrete Of Various Grade With Cement, Sand And Coarse Aggregates Including Centering, Shuttering, Batching, Mixing, Transporting, Placing, Vibrating, Smooth Finishing, Curing Etc. Complete For All Lead And Lift. ( Machinary Based, Excluding Dewatering ) 20-1 ( A ) Foundation ( Ii ) M-10 Grade. 20-2 ( B ) Raft, Bottom Slab Of Barel, Footing Of Columns Etc. 20-2-1 ( I ) M-15 Grade. 20-2-2 ( Ii ) M-20 Grade. 21 Providing And Laying Plain / Reinforced Cement Concrete Of Cement, Sand And Metal ( Above 12Mm & Up To 20Mm Size ) In Following Proportion Laid In Situ Including Centering, Shuttering, Temping, Smooth Finishing, Curing Etc. Complete As Directed For All Leads And Lifts 21-1 ( Ii ) 1:4:8 21-2 ( Iii ) 1:3:6 21-3 ( Iv ) 1:2:4 21-4 ( V ) 1:1.5:3 Providing And Placing In Position Reinforcement Bars Including Cutting, Bending Welding, Joints Where Necessary, Hooking Etc. Complete As Per Drawing For All Lead And Lifts. ( B ) Tmt 23 Providing And Fixing In Position ( Different Diameter ) Np2 R.C.C Pipe With Collar Including Filling And Caulking The Joints With Cement Mortar 1:1 Proportion, Finishing, Curing Etc. Complete For All Lead And Lifts. 23-1 ( A ) Np2 Class 225Mm Dia Pipe. 23-2 ( B ) Np2 Class 300Mm Dia Pipe. 23-3 ( C ) Np2 Class 450Mm Dia Pipe. 23-4 ( D ) Np2 Class 600Mm Dia Pipe. 23-5 ( E ) Np2 Class 750Mm Dia Pipe. 23-6 ( F ) Np2 Class 800Mm Dia Pipe. 23-7 ( G ) Np2 Class 900Mm Dia Pipe. 23-8 ( H ) Np2 Class 1050Mm Dia Pipe. 23-9 ( I ) Np2 Class 1100Mm Dia Pipe. 23-10 ( J ) Np2 Class 1200Mm Dia Pipe. 24 Manufacture, Supply And Erection Of Vertical Gate Consisting Gate Leaf, Stiffeners, Rubber Seal, Embedded Parts As Shown In Drawings Including Cost If Materials, Fabrication, Painting, Erection In Position With All Accessories Second Stage Concreting Etc Complete As Per Drawing And Specifications. Open Type Gates 24-1 1.10X2.50 25 Providing And Laying Plain / Reinforced Cement Concrete Lining Of 1:2:4 Praportion ( Conventional Mix ) In Bed, Side Slope And Curveture Including Mixing Transporting, Placing, Smooth Finishing, Curing Including Dewatering Where Required ( Manually With Conventional Mix ) 25-1 A ) 7.50 Cm In Bed ( With Water Curing ) 25-2 A ) 10.0 Cm In Bed ( With Water Curing ) 25-3 C ) 7.50 Cm In Slope ( With Membrane Curing ) 25-4 D ) 10.0 Cm In Slope ( With Membrane Curing ) 26 Providing & Laying Empty Cement Bags Filled With Good Selected Earth Including Stiching & Laying As And Where Required. 27 Providing And Filling Asphalt Of The Approved Make And Sand In The Expansion And Contraction Joint In The C.C. Lining Including Clearing The Joints With Water Jet 28 Providing And Fixing In Position Vertical Steel Out Late Gate Including Fabrication, Cutting, Welding And Two Coat Oil Paint And One Coat Red Oxide ( Prime Coat ) , Greasing Etc. Complete As Per Drawing Or As [ Size 0.45 X 1.00 M ] 29 Providing 1 Hitachi Machine On Site For Earth Work Etc. Work Including All Material, Driver Etc. 30 Providing 1 Jcb Machine On Site For Earth Work Etc. Work Including All Material, Driver Etc.
