Uthangarai ( H ) ( C&M ) Sub Division -Widening From Intermediate Lane To Two Lane And Strengthening At Km 9 / 0-12 / 9 Of Jandamedu - Puliyur Road Including Reconstruction Of Culvertat Km 9 / 2, 9 / 8 ( I ) , 9 / 8 ( Ii ) & 10 / 8 ( 01-Cridp-23-24-M-0467 ) ( Slm-49 ) . 1 Picking The Existing Bt Surface Upto 50Mm Thick As Directed By The Departmental Officers And Collecting The Picked Up Salvaged Metal And Stacking The Same For Reuse And Depositing The Debris Excludung Cost Of Materials Including All Labour Charges For Picking And All Other Tools And Plants Employed Of The Work And Including All Other Incidental Charges Etc., Complete As Per Clause 111, 112, 202, 305.4.3 Ofmorth - Vth Revision Etc., Complete. 2 Excavation Including Removal And Satisfactory Disposal Of All Materials Necessary For The Construction Of Road Way And Side Drains In Accordance With The Specifications And The Lines, Grades And Cross Sections Shown In The Drawings Or As Instructed By The Engineer. For Boxing As Per Clause 111, 112, 301 To 305, 900 Of Morth Vth Revision Etc Complete. 3 Granular Sub-Base With Graded Material ( Table: 400-1 ) - Plant Mix Method: Construction Of Granular Sub-Base By Providing Close Graded Material, Mixing In A Mechanical Mix Plant At Omc, Carriage Of Mixed Material To Work Site, Spreading In Uniform Layers With Motor Grader On Prepared Surface And Compacting With Vibratory Power Roller To Achieve The Desired Density, Complete As Per Clause 111, 112, 401 & 900 Of Morth Vth Revision Etc., Complete - For Grading- V Material 4 Granular Sub-Base With Graded Material ( Table: 400-1 ) - Plant Mix Method: Construction Of Granular Sub-Base By Providing Close Graded Material, Mixing In A Mechanical Mix Plant At Omc, Carriage Of Mixed Material To Work Site, Spreading In Uniform Layers With Motor Grader On Prepared Surface And Compacting With Vibratory Power Roller To Achieve The Desired Density, Complete As Per Clause 111, 112, 401 & 900 Of Morth Vth Revision Etc., Complete - For Grading- Iii Material 5 Wet Mix Macadam ( Table 400-13 ) : Providing, Laying, Spreading And Compacting Graded Stone Aggregate To Wet Mix Macadam Specification Including Premixing The Material With Water At Omc In Mechanical Mix Plant Carriage Of Mixed Material By Tipper To Site, Laying In Uniform Layers With Paver In Sub- Base / Base Course On Well Prepared Surface And Compacting With Vibratory Roller To Achieve The Desired Density, As Per Clause 111, 112, 406 & 900 Of Morth Vth Revision 6 Prime Coat: Providing And Applying Primer Coat With Bitumen Emulsion ( Ss-I Type ) On Prepared Surface Of Granular Base Including Clearing Of Road Surface And Spraying Primer At The Rate Of 0.70 Kg / Sqm Using Mechanical Means As Per Clause 111, 112, 501, 502 & 900 Of Morth Vth Revision- Over Wmm / Wbm 7 Tack Coat- Providing And Applying Tack Coat With Bitumen Emulsion ( Rs-I Type ) Using Emulsion Pressure Distributor At The Rate Of 0.25 Kg Per Sqm On The Prepared Bituminous / Granular Surface Cleaned With Mechanical Broom As Per Clause 111, 112, 501, 503 & 900 Of Morth Vth Revision - Over Granular Surfaces Treated With Primer 8 Tack Coat- Providing And Applying Tack Coat With Bitumen Emulsion ( Rs-I Type ) Using Emulsion Pressure Distributor At The Rate Of 0.20 Kg Per Sqm On The Prepared Bituminous / Granular Surface Cleaned With Mechanical Broom As Per Clause 111, 112, 501, 503 & 900 Of Morth Vth Revision - Over Bituminous Surfaces 9 Tack Coat- Providing And Applying Tack Coat With Bitumen Emulsion ( Rs-I Type ) Using Emulsion Pressure Distributor At The Rate Of 0.30 Kg Per Sqm On The Prepared Bituminous / Granular Surface Cleaned With Mechanical Broom As Per Clause 111, 112, 501, 503 & 900 Of Morth Vth Revision - Over Dry Lean Cement Concrete 10 Dense Graded Bituminous Macadam ( Table - 500-10 ) Providing And Laying Dense Bituminous Macadam With Hot Mix Plant Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder ( Viscosity Grade-40 ) At Percentage Specified By Jmf By Weight Of Total Mix Of Mix And Filler, Transporting The Hot Mix To Work Site, Laying With A Hydrostatic Paver Finisherto The Required Grade, Level And Alignment, Rolling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Morth Specification Clause No.111, 112, 501, 505 & 900 - Grading I 11 Dense Graded Bituminous Macadam ( Table - 500-10 ) Providing And Laying Dense Bituminous Macadam With Hot Mix Plant Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder ( Viscosity Grade-40 ) At Percentage Specified By Jmf By Weight Of Total Mix Of Mix And Filler, Transporting The Hot Mix To Work Site, Laying With A Hydrostatic Paver Finisherto The Required Grade, Level And Alignment, Rolling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Morth Specification Clause No.111, 112, 501, 505 & 900 - Grading Ii 12 Bituminous Concrete ( Table500-17 ) :Providing And Laying Bituminous Concrete Of Required Thickness With Central Hot Mix Plant Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder ( Viscosity Grade-40 ) At Percentage Specified By Jmf Of Mix And Filler, Transporting The Hot Mix To Work Site, Laying With A Hydrostatic Paver Finisher To The Required Grade, Level And Alignment, Rolling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Morth Specification Clause No. 111, 112, 501, 507 & 900 Of Morth Vth Revision Complete In All Respects - Grading Ii 13 Excavation Including Removal And Satisfactory Disposal Of All Materias Necessary For Theconstructionof Roadway And Side Drains In Accordance With The Specifications Andthe Lines, Grades And Cross Sections Shown In The Drawings Or As Indicated By The Engineer As Per Morth Specification Clause No. 111, 112, 301 To 305 & 900 Of Morth Vth Revision For Making Up Berms Using Cut Earth ( Labour Only ) 14 Dismantling Culverts, Bridges And Other Structures Dismantling Salvaging And Removal And Disposing Of Resulting Materials And Back Filling The Resulting Trenches And Pits Etc As Perclause No. 111, 112, 202 Of Morth Vth Revision Dismantling The Existing Randum Rubble Masonry 15 1-1.1 Reconstruction Of Box Culvert At Km9 / 2, 9 / 8 ( I ) , 9 / 8 ( Ii ) & 10 / 8Of Jandamedu - Puliur Road 16 Earth Work Excavation In All Classes Of Soil Except Hard Rock Not Requiring Blasting And Deposting On Bank As Per Ss20b With All Leads And Lifts And All Other Icidental Charges Such As Baling Out Water Shoring Shrutting Walling And Forming Protective Bunds Wherever Necessary Etc., Comlete As Per Relavant Specification For Foundation Of Box Culvert And Wing Wall As Per Clause 111, 112, 201, 202, 301 To 305 & 900 Of Morth Vth Revision 17 1-1.1 Reconstruction Of Box Culvert At Km9 / 2, 9 / 8 ( I ) , 9 / 8 ( Ii ) & 10 / 8Of Jandamedu - Puliur Road 18 Plain Cement Concrete Of Grade M15 Nominal Mix Using 40Mm Iss Size Hbg Metal Including Cost And Conveyance Of All Materials To Site Complying With Required Standards And Specifications. Including Cost Offormwork, Mixing, Layingand Compacting Using Vibrator Including Hire And Fuel Chargesfor All Tools And Plants And Incidental Charges Such As Maintaining Of Protective Bunds, Coffer Dams Strutting Etc., Complete As Per Relevant Standard Specificationfor Base Concrete Ofbox Culvert And Wing Wallas Per Clause 1000, 1500, 1700, 2100, 2200 & 2908 Of Morth Vth Revision 19 1-1.1 Reconstruction Of Box Culvert At Km9 / 2, 9 / 8 ( I ) , 9 / 8 ( Ii ) & 10 / 8Of Jandamedu - Puliur Road 20 Vibratedcement Concrete Of Grade M20 Nominal Mix Using 40Mm Iss Size Hbg Metal Including Cost And Conveyance Of All Materials To Site Complying With Required Standards And Specifications. Including Cost Offormwork, Mixing, Layingand Compacting Using Vibrator Including Hire And Fuel Chargesfor All Tools And Plants And Incidental Charges Such As Maintaining Of Protective Bunds, Coffer Dams Strutting Etc., Complete As Per Relevant Standard Specificationforwing Wall And Parapets As Per Clause 1000, 1500, 1700, 2100, 2200 & 2908 Of Morth Vth Revision 21 1-1.1 Reconstruction Of Box Culvert At Km9 / 2, 9 / 8 ( I ) , 9 / 8 ( Ii ) & 10 / 8Of Jandamedu - Puliur Road 22 Supplyandfabricationof Steelgrade Fe500d Requiredforallrccitemsofworksinvolvedinthescheduleincludingcostofsteel, Costoffabrication, Labour Charges For Cleaningthebarsstraightening, Cutting, Bending, Tying Grills, Hoisting And Placing The Reinforcementin Position As Specifiedin The Drawings Including Cost Ofbinding Wire, Provision Of Spacer Bars, Cover Blocks And All Other Incidental Charges Etc., Complete As Per Standardspecification As Per Clause 1000, 1500, 1600, 1700, 1900, 2100 & 2300 Of Morth Vth Revision 23 1-1.1 Reconstruction Of Box Culvert At Km9 / 2, 9 / 8 ( I ) , 9 / 8 ( Ii ) & 10 / 8Of Jandamedu - Puliur Road 24 Vibrated Reinforced Cement Concrete Of Grade M25 Design Mix Using Iss Size Hbg Metal Including Cost And Conveyance Of All Materials To Site But Excluding Cost And Fabrication Of Steel But Including Cost And Labour Charges Forformwork And Centering Labour Charges For Laying, Compacting, Curing, Including All Incidental Charges Etc., Complete For Base Slab, Side Walls And Top Slab Of Box Culverts As Per Clause 1000, 1500, 1600, 1700, 2100, 2200 & 2300 Of Morth Vth Revision 25 1-1.1 Reconstruction Of Box Culvert At Km9 / 2, 9 / 8 ( I ) , 9 / 8 ( Ii ) & 10 / 8Of Jandamedu - Puliur Road 26 Filling Behind Box Culverts With Excavated Earth Including Cost And Conveyance To Site Including Labour Chargesfor Filling In Layers , Watering , Tamping Under Optimum Moisture Content To Get The Maximum Density And All Other Incidental Charges Etc., Complete-For Culvert And Wing Wall Portion As Per Clause 304 & 2907 Of Morth Vth Revision 27 1-1.1 Reconstruction Of Box Culvert At Km9 / 2, 9 / 8 ( I ) , 9 / 8 ( Ii ) & 10 / 8Of Jandamedu - Puliur Road 28 Calculation Of Subtotal, Gst And Total Amount Carried Out By System Automatically 29 Basic Cost Of Value Put To Tender As Per Estimate 30 Add Gst At 18% 31 Total Value Put To Tender 32 Negotiated Percentage 33 Final Negotiated Value 34 Add Gst At 18% Of Final Negotiated Value 35 Total Value Of Contract Including 18% Of Gst 36 Basic Cost Of Value Put To Tender As Per Estimate 37 Quoted Rate In Figures ( Total Value Of Contract Including 18% Of Gst )
