Yearly Unit Rate Contract For The M I Works Of Valsad District; .00 Cm Item No. 1 : Excavation For Foundation In All Sort 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 Up To 1.00Km. And All Lifts. ( By Machinery ) ( A ) Above Water Table 1.00 Cm Item No. 2 : Excavation For Foundation In All Sort 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 Up To 1.00Km. And All Lifts. ( By Machinery ) ( B ) Below Water Table 1.00 Cm Item No. 3 : Excavation For Foundation In Soft Rock Including Depositing The Excavated Stuffas And Where Directed Etc.Complete For Lead Upto 1.0Km And All Lifts. ( By Machinary ) ( A ) Above Water Table 1.00 Cm Item No. 4 : Excavation For Foundation In Soft Rock Including Depositing The Excavated Stuffas And Where Directed Etc.Complete For Lead Upto 1.0Km And All Lifts. ( By Machinary ) ( B ) Below Water Table 1.00 Cm Item No.5 : Excavation For Foundation In Hardrock Including Blasting And Chiseling If Necessary Sort In Gout And Stacking Seperately The Usable Rubble , Depositing The Excavated Stuffas And Where Directed Including Back Filing Trenches With Suitable Excavated Stuff Etc.Complete For Lead Upto 1.0 Km. And All Lifts. ( By Machinary ) ( A ) Above Water Table. Unite Rate For Year 2024-25 Memorandum Schowing The Item Of Work To Be Carried Out Qty. Unit Description Of Item Tendered Rate Amount 1.00 Cm Item No. 6 : Excavation For Foundation In Hardrock Including Blasting And Chiseling If Necessary Sort In Gout And Stacking Seperately The Usable Rubble , Depositing The Excavated Stuffas And Where Directed Including Back Filing Trenches With Suitable Excavated Stuff Etc.Complete For Lead Upto 1.0 Km. And All Lifts. ( By Machinary ) ( A ) Below Water Table. 1.00 Hp / Hr Item No.7 : 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. 1.00 Cm Item No.8 :Dismentalling The R.C.C. Work & Disposing Offthe Stuff Including Stacking Of The Usefulmaterials Etc. Complete As Directed. ( A ) Light Reinforcement. ( Main Bar Up To 16 Mmdia. ) 1.00 Sm Item No.9 : Dismentalling The Existing Road Surface Including Disposing Off The Dismentalledmaterials And Stacking The Useful Materials Asdirected ( A ) Cement Concrete Road. 1.00 Rmt Item No.10 : Dismentalling The Existing R.C.C. Pipes Of The Following Diameter Includings Or Ting Out And Stacking Of The Useful Materials Including Refilling The Trenches Etc.Complete As Directed. ( Np-2 Pipes ) ( A ) 225 Mm To 400 Mm Dia. 1.00 Rmt Item No.11 : Dismentalling The Existing R.C.C. Pipes Of The Following Diameter Includings Or Ting Out And Stacking Of The Useful Materials Including Refilling The Trenches Etc.Complete As Directed. ( Np-2 Pipes ) ( B ) 450 Mm To 600 Mm Dia.. 1.00 Rmt Item No.12 : Dismentalling The Existing R.C.C. Pipes Of The Following Diameter Includings Or Ting Out And Stacking Of The Useful Materials Including Refilling The Trenches Etc.Complete As Directed. ( Np-2 Pipes ) ( C ) 650 Mm To 900 Mm Dia.. 1.00 Rmt Item No.13 : Dismentalling The Existing R.C.C. Pipes Of The Following Diameter Includings Or Ting Out And Stacking Of The Useful Materials Including Refilling The Trenches Etc.Complete As Directed. ( Np-2 Pipes ) D ) 1000 Mm To 1200 Mm Dia. 1.00 Cm Item No.14 : Dismentalling The Existing Stone Masonry Includings Or Ting Ou Tand Stacking The Useful Materials And Removing The Debries And Making Good The Damage Etc. Complete As Directed. ( A ) In Lime Mortar. 1.00 Cm Item No.15 : Dismentalling The Existing Brick Masonry Includings Or Ting Outand Stacking The Useful Materials And Removing The Debries And Making Good The Damage Etc. Complete As Directed. ( A ) In Lime Mortar. 1.00 Cm Item No.16 : Dismentalling The Existing Brick Masonry Includings Or Ting Outand Stacking The Useful Materials And Removing The Debries And Making Good The Damage Etc. Complete As Directed. ( B ) In Cement Mortar 1.00 Cm Item No.17 : 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. ( A ) In Lime Concrete. 1.00 Cm Item No.18 : 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 Concrete. 1.00 Cm Item No.19 : 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. ( C ) R.C.C For Super Structure. 1.00 Cm Item No. 20 : Earthwork In Embankment Using Soil, Soft & Hard Murrum Excavated From Approved Borrowarea / Village Tanks Etc.Including Breaking Clods, Dressing To The Design Section With Lead Up To500 Meter And All Lifts. ( By Jcb-4Cx Machinary ) 1.00 Cm Item No. 21 : Earthwork In Embankment Using Soil , Soft & Hard Murrum Excavated From Approved Borrow Area / Village Tank Setc. Including Breaking Clods, Dressing To The Design Section With Lead Upto1.0 Kilometer And All Lifts. ( Bypoclanemachinary ) 1.00 Cm Item No. 22 : Compaction Of Selected Soil / Hard Murrum / Soft Murrum In Even Thickness Of 15 To 20 Cms Including Watering Temping Withsuitable Handrammer Etc. Complete As Directed 1.00 Cm Item No. 23 : Providing Dummy Bunds Of 1 Meter X 0.50 Meterwith 2:1 Slope Along The Canal In All Sorts Andmurrum For Proper Drainageasdirected With Allleads And Lift Etc. Complete. 1.00 Cm Item No. 24 :Deepening Of Tank In All Type Of Soil With Yellow, Sandy, Gravelly Soil Including Wet And Slushy Condition Of Soil Including Soft Murrum & Hardmurrum By Machinery Including Conveying And Spreading Excavated Stuff As & Where Directedwith Lead Up To 0.50 Km And All Lift Etc. Complete. 1.00 Cm Item No. 25 : Back Fiing The Foundation Trenches Around Thestructures Etc. With Selected Excavated Stuffincluding Watering, Ramming, Compacting Etc.Complete. ( By Machinary ) 1.00 Cm Item No. 26 : Providing And Laying Plain / Reinforced Cementconcrete Of Cement, Sand And Metal ( 20Mm To25mm Size ) In Following Proportion Laid In Situincluding Centering, Shuttering, Temping, Smooth Finishing, Curing Etc. Completeas Directed For All Leads And Lifts ( Manually Withconventional Mixer ) ( Iii ) 1 : 3 : 6 1.00 Cm Item No. 27 : Providing And Laying Plain / Reinforced Cementconcrete Of Cement, Sand And Metal ( 20Mm To25mm Size ) In Following Proportion Laid In Situincluding Centering, Shuttering, Temping, Smooth Finishing, Curing Etc. Completeas Directed For All Leads And Lifts ( Manually Withconventional Mixer ) ( Iv ) 1 : 2 : 4 1.00 Cm Item No. 28 : Providing And Laying Plain / Reinforced Cementconcrete Of Cement, Sand And Metal ( 20Mm To25mm Size ) In Following Proportion Laid In Situincluding Centering, Shuttering, Temping, Smooth Finishing, Curing Etc. Completeas Directed For All Leads And Lifts ( Manually Withconventional Mixer ) ( V ) 1 : 1.5 : 3 1.00 Cm Item No. 29: Providing And Laying Plain / Reinforced Cementconcrete Of Cement, Sand And Metal ( Above12mm & Upto 20Mm Size ) In Following Proportion Laid In Situ Including Centering, Shuttering, Temping, Smooth Finishing, Curingetc. Complete As Directed For All Leads And Lifts ( Manually With Conventional Mixer ) ( Iii ) 1:3:6 1.00 Cm Item No. 30: Providing And Laying Plain / Reinforced Cementconcrete Of Cement, Sand And Metal ( Above12mm & Upto 20Mm Size ) In Following Proportion Laid In Situ Including Centering, Shuttering, Temping, Smooth Finishing, Curingetc. Complete As Directed For All Leads And Lifts ( Manually With Conventional Mixer ) ( Iv ) 1:2:4 1.00 Cm Item No. 31: Providing And Laying Plain / Reinforced Cementconcrete Of Cement, Sand And Metal ( Above12mm & Upto 20Mm Size ) In Following Proportion Laid In Situ Including Centering, Shuttering, Temping, Smooth Finishing, Curingetc. Complete As Directed For All Leads And Lifts ( Manually With Conventional Mixer ) ( V ) 1:1.5:3 1.00 Cm Item No. 32: Providing And Laying Cement Concrete Of 1:2:4 Proportion Of Cement, Sand And Coarse Aggregate For R.C.C. Jacketing To Canal Structures Including Formwork, Centering, Rodding, Vibrating, Smoothfinishing, Curingetc.Complete With All Leads And Lifts. ( Withb.T.Metal ) 1.00 Cm Item No. 33: Providing And Laying 75Mm Wearing Coat Of Ordinery Portland Cement Concrete M-15 Grade Including Laying On Proper Camber, Tamping, Screening, Finishing, Broomung Or Grooving Etc.Complete For All Leds And Lifts. 1.00 Qntl Item No. 34 : 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 . ( A ) Mild Steel 1.00 Qntl Item No. 35 : 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 1.00 Qntl Item No. 36 : Providing And Placing In Position Reinforcement Bars Including Cutting, Bending Welding, Joints Where Necessary, Hooking Etc. Complete As Per Drawing For All Lead Andlifts. ( C ) Hysd 1.00 Rmt Item No. 37 : Providing And Fixing In Position ( Different Diameter ) Np2 R.C.C Pipe With Collar Includingfilling And Caulking The Joints With Cementmortar 1:1 Proportion, Finishing, Curing Etc.Complete For All Lead And Lifts. ( A ) Np2 Class 250Mm Dia Pipe 1.00 Rmt Item No. 38 : Providing And Fixing In Position ( Differentdiameter ) Np2 R.C.C Pipe With Collar Includingfilling And Caulking The Joints With Cementmortar 1:1 Proportion, Finishing, Curing Etc.Complete For All Lead And Lifts. ( B ) Np2 Class 300Mm Dia Pipe. 1.00 Cm Item No. 39 : Providing And Laying Burnt Brick ( Conventionalsize ) Masonary For Foundation In Ordinary Portland Cement Mortar 1:5 Proportion Including Racking Out Joints Upto 15Mm Depth Curing Etc. Complete For All Lead And Lifts. 1.00 Cm Item No. 40 : Providing And Laying Burnt Brick ( Conventionalsize ) Masonary For Super Structure In Ordinary Portland Cement Mortar 1:5 Proportion Including Racking Out Joints Upto 15Mm Depthcuring Etc. Complete For All Lead And Lifts. 1.00 Cm Item No. 41 : Providing And Laying Burnt Brick ( Conventional Size ) Masonary For Foundation In Ordinary Portland Cement Mortar 1:6 Proportion Including Racking Out Joints Upto 15Mm. Depth Curing Etc. Complete For All Lead And Lifts. 1.00 Cm Item No. 42 : Providing And Laying Burnt Brick ( Conventional Size ) Masonary For Super Structur E Inordinary Portland Cement Mortar1:6 Proportion Including Racking Out Joints Upto15mm. Depth Curing Etc. Complete For All Lead And Lifts.. 1.00 Sm Item No. 43 : Providing Cement Plaster In Various Thicknessand Proportion Including Smooth Finishing, Curing, Scaffolding Etc. Complete For All Leadsand Lifts As Under. ( A ) Cement Mortar 1:3 Proportion. ( I ) 20Mm Thick 1.00 Sm Item No. 44 : Providing Cement Plaster In Various Thicknessand Proportion Including Smooth Finishing, Curing, Scaffolding Etc. Complete For All Leadsand Lifts As Under. ( A ) Cement Mortar 1:3 Proportion. ( Ii ) 12Mm Thick 1.00 Sm Item No. 45 : Providing And Laying 300 Mm Thick Pucca Rubble Pitching In Cement Mortar 1:5 Proportion With The Surface Pointed With Cement Mortar Of1:3 Proportion Including Curing Etc. Complete For All Leads & Lifts. 1.00 Sm Item No. 46 : Providing And Laying 230 Mm Thick Pucca Rubble Pitching In Cement Mortar 1:5 Proportion With The Surface Pointed With Cement Mortar Of 1:3 Proportion Including Curing Etc. Complete For All Leads & Lifts. 1.00 Sm Item No. 47 : Providing And Laying Dry Rubble Pitching Ofvarious Thickness To Required Grade Includingtrimming Of Earth Work , Hand Packing The Interstices With Spauls, Filling Earth In Interstices Panneling Complete For All Leads And Lifts. ( A ) 300Mm Thick. 1.00 Sm Item No. 48 : Providing And Laying Dry Rubble Pitching Ofvarious Thickness To Required Grade Including Trimming Of Earth Work , Hand Packing The Interstices With Spauls, Filling Earth In Interstices Panneling Complete For All Leads And Lifts. ( B ) 450Mm Thick. 1.00 Rmt Item No. 49 : Drilling Holes Of 35 Mm Dia. Vertical Or Inclinedin All Formations Of Rock / Concrete Upto Required Depth Including Washing With Air & Water Atrequired Pressure For Following Stage Of Depth. ( A ) For 0.00 To 10.0 Meter Depth. 1.00 Cm Item No. 50 : De-Silting Of Canal / Drain With Lead Upto 50 Meter And Lift Upto1.50 Including Dewater Ing If Any Required For Following Depth Etc. Complete As Directed. 23 ( A ) -For Dry Condition. ( C ) For Canals Between ( 20 To 250 Cusecs ) 0.56 To 7.0 Cumecs. 1.00 Cm Item No. 51 : De-Silting Of Canal / Drain With Lead Upto 50 Meter And Lift Upto1.50 Including Dewater Ing If Any Required For Following Depth Etc. Complete As Directed. 23 ( B ) -Slushy & Muddy Condition Of Canal / Drain. ( C ) For Canals Between ( 20 To 250 Cusecs ) 0.56 To 7.0 Cumecs. 1.00 M Item No. 52 : Providing And Fixingin Position 110Mm Dia Pvc Pipe Weep Holes In Abutment, Wingwall, And Laying Training Etc. Complete. 1.00 100 Cm2 Item No. 53 : Providing And Fixing Marble Plate Of 2 Cm Thickness Including Engraving And Filling Paint For Letters As Directed. 1.00 No Item No. 54 : Providing & Fixing In Position Sign Board Of Standard Size Of 1.20Mx0.90M With M.S Angle 40Mmx40mmx6mm With 3Mm Thick Iron Plate Including Fixing In 1:5:10 Prop. Concrete Block Size 40Cmx40cmx75cm Including Painting Existing Data On The Board Etc.Complete As Directed.. 1.00 100 No. Item No. 55 : Providing & Laying Empty Cement Bags Filled With Good Selected Earth Including Stiching & Laying As And Where Required. 1.00 Cm Item No. 56 : Compaction Of Earthwork In Embankment In Layers 15 To 20 Cms At Requisite Moisture Content To Required Dry Density Not Less Then 85% Of Corresponding Proctor Maximum Dry Density Including Watering , Rolling With Suitable Type Of Roller Etc. Complete. 1.00 Sm Item No. 57 : Jungle Cutting Fot Preliminary Surveys ( A ) Light Jungle Cutting ( Bushes, Hedges ) 1.00 Sm Item No. 58 : Jungle Cutting Fot Preliminary Surveys ( B ) Thickjungle Cutting ( Branches Of The Trees And Fences Etc. ) 1.00 Sm Item No. 59 : Providing And Laying Geo Fabric Filter ( Gwf-40-200 Category ) Over The Excavated Surface As Per Specification Including Stiching With Overlap To Design Profile As Directed In Tidal Range Etc. Complete. 1.00 Sm Item No. 60 : Providing And Laying Geo Fabric Filter ( Gwf-50-300 Category ) Over The Excavated Surface As Per Specification Including Stiching With Overlap To Design Profile As Directed In Tidal Range Etc. Complete. 1.00 No Item No. 61 : Supplying & Laying Mechanically Woven Double Twisted Hexagonal Zn+Pvc Coated Box G.I Wire Mash Gabion Size1.0X1.0X1.0Mt. Filed With15 To 40 Kg Trap Rubble Stone ( Approximate Up 1.65 Tone ) With Mesh Size10x12cm Including Packing , Interlocking Of Stones And Fushing The Top Of Gabions And Tying To Each Other & Laying To Required Line, Levels Lope With All Leads And Lifts As Directed Etc. Complete. 1.00 Sm Item No. 62 : Supplying And Fixing M.S. Gates With All Hoisting And Finishing Arrangements As Per Design And Dimension With Necessary Two Coats Of Oil Paints Etc Complete ( A ) With 50X50x6 Frame And 3Mm Plate For Gate As Per Drawing 1.00 Sm Item No. 63 : Supplying And Fixing M.S. Gates With All Hoisting And Finishing Arrangements As Per Design And Dimension With Necessary Two Coats Of Oil Paints Etc Complete ( A ) With Frame Of 50X50x6 And 6Mm Plate For Gate As Per Drawing 1.00 Sm Item No. 64 : Supplying And Fixing M.S. Gates With All Hoisting And Finishing Arrangements As Per Design And Dimension With Necessary Two Coats Of Oil Paints Etc Complete ( A ) Without Frame With 6Mm Plate For Gate As Per Drawing 1.00 Sm Item No. 65 : Supplying And Fixing M.S. Gates With All Hoisting And Finishing Arrangements As Per Design And Dimension With Necessary Two Coats Of Oil Paints Etc Complete ( A ) Without Frame With 3Mm Plate For Gate As Per Drawing 1.00 Sm Item No. 66 : Back Fiing The Foundation Trenches Around The Structures Etc. With Selected Excavated Stuff Including Watering , Ramming , Compacting Etc.Complete. ( By Machinary ) 1.00 Hr Item No. 67 : Hire Charges For Jcb Machine Including Own Machine, Fuel, Oil, Oprator Etc Complete 1.00 Hr Item No. 68 : Hire Charges For Poclane Machine Including Own Machine, Fuel, Oil, Oprator Etc Complete 1.00 Hr Item No. 69 : Hire Charges For Tractor ( Excavator ) Including Own Tractor ( Excavator ) , Fuel, Oil, Oprator Etc Complete 1.00 Hr Item No. 70 : Hire Charges For Tractor Trolly With Pawada Including Own Tractor Trolly With Pawada, Fuel, Oil, Oprator Etc Complete 1.00 Hr Item No. 71 : Hire Charges For Dumper / Tripper For All Leads With Pawada Including Dumper / Tripper Machine, Fuel, Oil, Oprator Etc Complete 1.00 Hr Item No. 72 : Hire Charges For Water Tanker ( 5000 Litter ) Capacity Including Own Water Tanker ( 5000 Litter ) Machine Including Own Machine, Fuel, Oil, Oprator Etc Complate
