Tender For Service Contract For New Construction Of Bitumen Road At Hurl, Gorakhpur ; 1 Road Work - Hurl, Gorakhpur 2 Clearing Jungle Including Uprooting Of Rank Vegetation, Grass, Brush Wood, Trees And Saplings Of Girth Up To 30 Cm Measured At A Height Of 1 M Above Ground Level And Removal Of Rubbish Up To A Distance Anywhere Within Plant Boundary. 3 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means Over Areas ( Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan ) Including Getting Out And Disposal Of Excavated Earth Lead Within Plant Boundary And Lift Upto 1.5 M, As Directed By Engineer-In-Charge. 4 All Kind Of Soil 5 Preparation And Consolidation Of Sub Grade With Power Road Roller Of 8 To 12 Tonne Capacity After Excavating Earth To An Average Of 22.5 Cm Depth, Dressing To Camber And Consolidating With Road Roller Including Making Good The Undulations, Watering And Compacting To Required Density Etc. And Re-Rolling The Sub Grade And Disposal Of Surplus Earth Within Plant Boundary. 6 Supplying And Stacking At Site With Laying, Spreading And Compacting Stone Aggregate Of Specified Sizes In Uniform Thickness, Hand Picking, Rolling With 3 Wheeled Road / Vibratory Roller 8-10 Tonne Capacity In Stages To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening / Binding Material To Fill Up Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density. 7 90 Mm To 45 Mm Size Stone Aggregate 8 Providing, Laying, Spreading And Compacting Graded Crushed Aggregate Wet Mix Macadam Including Pre-Mixing The Material To Omc In The Mechanical Mix ( Pug Mill ) , Carriage Of Materials To The Site Etc. Complete. The Wet Mix To Be Laid In Uniform Layers, Rolling / Compacting With 10T Vibratory Roller Including Scrapping The Existing Surface Wherever Required As Directed. 9 Providing And Applying Tack Coat Using Bitumen Emulsion Conforming To Is: 8887, Using Emulsion Pressure Distributer Including Preparing The Surface & Cleaning With Mechanical Broom. 10 On W.B.M / W.M.M. @ 0.4Kg / Sqm 11 On Bituminous Surface @ 0.25Kg / Sqm 12 Providing And Laying Dense Graded Bituminous Macadam Using Crushed Stone Aggregates Of Specified Grading, Premixed With Bituminous Binder And Filler, Transporting The Hot Mix To Work Site By Tippers, Laying With Paver Finisher Equiped With Electronic Sensor To The Required Grade, Level And Alignment And Rolling With Smooth Wheeled, Vibratory And Tandem Rollers As Per Specifications To Achieve The Desired Compaction And Density, Complete As Per Specifications And Directions Of Engineer-In- Charge. 13 50 To 100 Mm Average Compacted Thickness With Bitumen Of Grade Vg-30 @ 5% ( Percentage By Weight Of Total Mix ) And Lime Filler @ 2% ( Percentage By Weight Of Aggregate ) Prepared In Batch Type Hot Mix Plant. 14 Providing And Laying Bituminous Concrete Using Crushed Stone Aggregates Of Specified Grading, Premixed With Bituminous Binder And Filler, Transporting The Hot Mix To Work Site By Tippers, Laying With Paver Finisher Equiped With Electronic Sensor To The Required Grade, Level And Alignment And Rolling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction And Density As Per Specification, Complete And As Per Directions Of Engineer-In-Charge. 15 40 / 50 Mm Compacted Thickness With Bitumen Of Grade Vg-30 @ 5.5% ( Percentage By Weight Of Total Mix ) And Lime Filler @ 3% ( Percentage By Weight Of Aggregate ) Prepared In Batch Type Hot Mix Plant. 16 Supplying, Stacking And Spreading 6 Mm Thick Red Bajri, Watering And Rolling Complete Including Preparation Of The Surface And Rolling. 17 With Road Roller / Hand Roller 18 Providing And Applying 2.5 Mm Thick Road Marking Strips ( Retroreflective ) Of Specified Shade / Colour Using Hot Thermoplastic Material By Fully / Semi Automatic Thermoplastic Paint Applicator Machine Fitted With Profile Shoe, Glass Beads Dispenser, Propane Tank Heater And Profile Shoe Heater, Driven By Experienced Operator On Road Surface Including Cost Of Material, Labour, T&P, Cleaning The Road Surface Of All Dirt, Seals, Oil, Grease And Foreign Material Etc. Complete As Per Direction Of Engineer-In-Charge And Accordance With Applicable Specifications. 19 Manufacturing, Supplying And Fixing Retro Reflective Sign Boards Made Up Of 2 Mm Thick Aluminium Sheet, Face To Be Fully Covered With High Intensity Encapsulated Type Heat Activated Retro Reflective Sheeting Conforming To Type - Iv Of Astm-D 4956-01 In Blue And Silver White Or Other Colour Combination Including Subject Matter, Message ( Bilingual ) , Symbols And Borders Etc. As Per Irc ; 67:2001, Pasted On Substrate By An Adhesive Backing Which Shall Be Activated By Applying Heat And Pressure Conforming To Class -2 Of Astm-D-4956-01 And Fixing The Same With Suitable Sized Aluminium Alloy Rivets @ 20 Cm C / C To Back Support Frame Of M.S. Angle Iron Of Size 25X25x3 Mm Along With Theft Resistant Measures, Mounted And Fixed With 2 Nos. M.S. Angles Of Size 35X35x5 Mm To A Vertical Post Made Up To M.S. Tee Section Ismt 50X50x6 Mm Welded With Base Plate Of Size 100X100x5 Mm At The Bottom End And Including Making Holes In Pipes, Angles Flats, Providing & Fixing M.S. Message Plate Of Required Size, Steel Work To Be Painted With Two Or More Coats Of Synthetic Enamel Paint Of Required Shade And Of Approved Brand & Manufacture Over Priming Coat Of Zinc Chromate Yellow Primer ( Vertical Ms-Tee Support To Be Painted In Black And White Colours ) .Backside Of Aluminium Sheet To Be Painted With Two Or More Coats Of Epoxy Paint Over And Including Appropriate Priming Coat Including All Leads And Lifts Etc. Complete As Per Drawing, Specification And Direction Of Engineer--In-Charge 20 Mandatory / Regulatory Sign Boards Of 900 Mm Diametre With Support Length Of 3750 Mm. 21 Cautionary / Warning Sign Boards Of Equilateral Triangular Shape Having Each Side Of 900 Mm With Support Length Of 3650 Mm. 22 Providing And Laying Factory Made Chamfered Edge Cement Concrete Paver Blocks In Foot Path, Park & Lawns Driveway Or Light & Traffic Parking Etc. Of Required Strength, Thickness & Size / Shape, Made By Table Vibratory Method Using Pu Mould, Laid In Required Colour & Pattern Over 50Mm Thick Compacted Bed Of Coarse Sand, Compacting And Proper Embedding / Laying Of Inter Locking Paver Blocks Into The Sand Bedding Layer Through Vibratory Compaction By Using Plate Vibrator, Filling The Joints With Sand And Cutting Of Paver Blocks As Per Required Size And Pattern, Finishing And Sweeping Extra Sand, All Complete As Per ManufacturerS Specifications & Direction Of Engineerin- Charge. 23 60Mm Thick Cement Concrete Paver Block Of M-35 Grade With Approved Colour, Design & Pattern. 24 Providing And Laying At Or Near Ground Level Factory Made Kerb Stone Of M-25 Grade Cement Concrete In Position To The Required Line, Level And Curvature, Jointed With Cement Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) , Including Making Joints With Or Without Grooves ( Thickness Of Joints Except At Sharp Curve Shall Not To More Than 5Mm ) , Including Making Drainage Opening Wherever Required Complete Etc. As Per Direction Of Engineer-In-Charge ( Length Of Finished Kerb Edging Shall Be Measured For Payment ) . ( Precast C.C. Kerb Stone Shall Be Approved By Engineer-In-Charge ) . 25 Cutting Road And Making Good / Repair The Same Including Supply Of Extra Quantities Of Materials I.E. Aggregate, Rolling, Labour, Etc. All Required. 26 Wmm / Wbm / Sub Base ( Gsb / Bm / Dbc / Sdbc 27 Collection Of Scrap / Unwanted Materials From Different Locations & Elevations And Transporting Them To Scrap Yard / Municipal Dumping Ground ( Permission To Be Obtained By The Contractor ) Or Any Other Place As Instructed By Engineer-In-Charge. 28 Dismantling Manually / By Mechanical Means ( Irrespective Of Thickness ) Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within Plant Boundary As Per Direction Of Engineer-In-Charge : 29 Water Bound Macadam Road 30 Bituminous Road 31 Disposal Of Moorum / Building Rubbish / Malba / Similar Unserviceable, Dismantled Or Waste Material By Mechanical Transport Including Loading, Transporting, Unloading To Approved Municipal Dumping Ground ( Permission To Be Obtained By The Contractor ) For 10 Kms For All Lifts, Complete As Per Directions Of Engineer-In-Charge.
