Maintenance And Repairs For One Year To A ) Nh-211 To Mehergaon Dhule Sh-15 Km 0 / 00 To 45 / 00 ( Actual Km.22 / 00 To 24 / 700, 24 / 700 To 26 / 700 And 28 / 050 To 29 / 050 ) B ) Nh-211 To Ranmala Awadhan Chitod Road Sh-18 Km.25 / 750 To 30 / 200 ( Actual Km.27 / 00 To 28 / 600 ) Tal.Dist.Dhule. 1 Excavation For Roadway In Earth, Soil Of All Sorts, Sand, Gravel Or Soft Murum Including Dressing Section To The Required Grade, Camber And Side Slopes And Conveying The Excavated Materials With All Lifts Upto A Lead Of 50 Meter And Spreading For Embankment Or Stacking As Directed. ( B ) Sh-18 Km. ( 25 / 750 To 30 / 200 ) 2 Conveying Materials Obtained From Road Cutting Including All Lifts, Laying In Layers Of 20 Centimeter To 30 Centimeter Breaking Clods, Dressing To The Required Lines, Curves, Grades And Section, Watering And Compacting To Not Less Than 97 Percent Of Standard Proctor Density For A Lead Of Over 50 Meter To 300 Meter Inclusive From The Site Of Excavation To The Site Of Deposition As Directed. ( B ) Sh-18 Km. ( 25 / 750 To 30 / 200 ) 3 White Washing Two Coats On Parapet Walls And White Washing And Geru Lime Painting To Tree Trunks Including Preparation Of Surface By Cleaning Scrapinget-Cetra Complete. ( A ) Sh-15 ( Km. 0 / 00 To 45 / 00 ) 4 ( B ) Sh-18 Km. ( 25 / 750 To 30 / 200 ) 5 Providing And Fixing Reinforced Cement Concrete 200 Metre Stones As Per Indian Road Congress Standard Including Fixing In Standard Size In Cement Concrete 1:4:8 Block Including Curing, Painting Lettering Et-Cetra Complete. ( A ) Sh-15 ( Km. 0 / 00 To 45 / 00 ) 6 ( B ) Sh-18 Km. ( 25 / 750 To 30 / 200 ) 7 Providing And Fixing Kilometer Stone As Per Indian Road Congress Specification In Concrete Block Of Mix-20 Grade Concrete Having Size 700 Milimeter X 600 Milimeter X 900 Milimeter Along With Reulred Earthwork So That The Top Of Concrete Block Will Be 30 Centimeter Above The Existing Road Top Level ( Black Top Level ) Including Curing, Painting Lettering Et-Cetra Complete As Directed By Engineer Incharge. ( A ) Sh-15 ( Km. 0 / 00 To 45 / 00 ) 8 ( B ) Sh-18 Km. ( 25 / 750 To 30 / 200 ) 9 Providing And Fixing 5 Th Kilometer Sone As Per Indian Road Congress Specification In Concrete Block Of Mix-20 Grade Concrete Having Size 900 Milimeter X 600 Milimeter X 900 Milimeter Along With Reulred Earthwork So That The Top Of Concrete Block Will Be 30Cm Above The Existing Road Top Level ( Black Tope Level ) Including Curing, Painting Lettering Et-Cetra Complete As Directed By Engineer Incharge. ( A ) Sh-15 ( Km. 0 / 00 To 45 / 00 ) 10 ( B ) Sh-18 Km. ( 25 / 750 To 30 / 200 ) 11 Cutting Down Branches Of Trees, Bushes Et-Cetra Stacking The Material Neatly As Directed ( For Motarable Road ) ( A ) Sh-15 ( Km. 0 / 00 To 45 / 00 ) 12 ( B ) Sh-18 Km. ( 25 / 750 To 30 / 200 ) 13 Providing Excavator ( Jcb Js80 ) ( A ) Sh-15 ( Km. 0 / 00 To 45 / 00 ) 14 ( B ) Sh-18 Km. ( 25 / 750 To 30 / 200 ) 15 Providing Tractor With Trolley And Rotevator Et-Cetra. ( A ) Sh-15 ( Km. 0 / 00 To 45 / 00 ) 16 ( B ) Sh-18 Km. ( 25 / 750 To 30 / 200 ) 17 Providing And Laying Hot Applied Thermoplastic Road Marking Strip On Bituminous Surface Of Specified Shade Or Colour Of 2.5 Milimeter Thick Including 1.5 Refractive Index Reflectorizing Glass Beads At 250 Gram / Square Meter. Thickness Of 2.5 Milimeter Is Exclusive Of Surface Applied Glass Beads As Per Indian Road Congress 35:2015. Initial Dry Reflectivity Rl Shall Be > 250 Mcd / Sqm / Lux Measured In The Initial 7 Days And Sustained Reflectivity Rl Of 100 Mcd / Sqm / Lux And Qd Of 100 Mcd / Sqm / Lux Measured At The End Of 2 Years By Means Of A Standard Reflectometer Of Zehntner, Easylux, Delta Make Capable Of Measuring Rl And Qd Both According To Indian Road Congress 35:2015 Clause 15.5. The Finished Surface To Be Level, Uniform, And Free From Streaks And Holes Complete As Per Direction Of Engineer-In-Charge And In Accordance With Applicable Specifications. ( Refer Ministry Of Surface Transport And Highway Clause 803 For Technical Specification And Performance For Indian Road Congress 35:2015 ) . ( A ) Sh-15 ( Km. 0 / 00 To 45 / 00 ) 18 Providing And Fixing Road Junction Or Information Sign Boards Of Size 1.80 X 0.90 Meter Prepared 16 Guage Mild Steel Sheet On Frame Of Mild Steel Angleof Size 35 X 35 X 5 Milimeter With Cross Bracing Of Size 35 X 35 X 5 Milimeter Including Painting With One Coat Of Zinc Cromate Stoving Primer And Two Coats Each Of Green Or White Back Ground And Back Side Gray Stove Enamelled, Bonded With Red Retro Reflective Sheet Engineering Grade, Border Or Letters Or Numeral Or Arrows, Coated With Non Pealable Crystal Clear Protective Transperent Coat Retaining 100 Percent Reflection Including Two Angle Iron Post Of Size 65 X 65 X 6 Milimeter Of 3.65 Meter Long Inflated At Bottom, Drilled On Top And Painted In White And Black Bands Of 30 Centimeter With 4 Number High Strength Galvanized Iron Bolts And Nuts Of Size 10 Milimeter Diameter And 20 Diameter Long Sheet And Angle Iron Post In One Piece Without Joints Including All Taxes, Conveying, Fixing In Ground With Cement Concrete 1:4:8 Block Of 60 Centimeter X 60 Centimeter X 75 Centimeter Size As Directed By Engineer-In- Charge Et-Cetra Complete. Mild Steel Board With Engineering Grade. ( A ) Sh-15 ( Km. 0 / 00 To 45 / 00 ) 19 ( B ) Sh-18 Km. ( 25 / 750 To 30 / 200 ) 20 Providing And Fixing Cautionary Or Warning Sign Boards In Equilateral Triangle Size Of 600 Milimetermade Out Of 1.5 Milimeter Aluminum Sheet Bonded With White Retro Reflective Sheeting Ofclass B ( Type Iv High Intensity Micro-Prismatic Grade Sheeting-Hip ) Having Pressure Sensitive Or Heat Activated Adhesive Retoreflective Specified Back Ground, Border And Back Side Retoreflctive Symbols, Letters, Numerals, Arrow As Per Indian Road Congress:67-2012 Table Number 8.3 Supported With Back Support Frame 25 Milimeter X 25 Milimeter X 3 Milimeter, Duly Painted On Back Side With Grey Stove Enamel Paint And Supported On One No. Ofmild Steel Angle Iron Post Of Size65 Milimeter X 65 Milimeter X 6 Milimeter, 3.45 Meter Long, Duly Paintedwithwith Flat Oil Paint Having Alternate Black And White Bands Of 25 Centimeter Width Including Galvanized Iron Fixtures Et-Cetra; Fixing The Boards In Mix-25 Grade Concrete Block Of Size 60 Centimeter X 60 Centimeter X 75 Centimeter Including Transportation Et-Cetra; Complete. Class B ( Type Iv High Intensity Micro-Prismatic Grade Sheeting-Hip ) Shall Have 7 Years Written Warrantyfrom The Manufacturer And Authorised Distributor Or Convertor Issued For Field Performance Including The Screen Printed Areas And Cut-Out Sheeting And Cut-Out Durable Transparent Overlay Film And This Warranty Certificatein Original Should Be Submitted To The Engineer In Charge By The Contractor Or Supplier. ( A ) Sh-15 ( Km. 0 / 00 To 45 / 00 ) 21 ( B ) Sh-18 Km. ( 25 / 750 To 30 / 200 ) 22 Providing And Fixing Mandatory Or Regulatory Sign Boards In Circular Shape Of 600 Milimeter Diameter Made Out Of 0.25 Milimeter Aluminum Sheet Bonded With White Retro Reflective Sheeting Ofclass B ( Type Iv High Intensity Micro-Prismatic Grade Sheeting-Hip ) Having Pressure Sensitive Or Heat Activated Adhesive Retoreflective Specified Back Ground, Border And Back Side Retoreflctive Symbols, Letters, Numerals, Arrow As Per Indian Road Congress:67-2012 Table Number 8.3 Supported With Back Support Frame 25 Milimeter X 25 Milimeter X 3 Milimeter, Duly Painted On Back Side With Grey Stove Enamel Paint And Supported On One Number Ofmild Steel Angle Iron Post Of Size65 Milimeter X 65 Milimeter X 6 Milimeter, 3.45 Meter Long, Duly Paintedwithwith Flat Oil Paint Having Alternate Black And White Bands Of 25 Centimeter Width Including Galvanized Iron Fixtures Et-Cetra Fixing The Boards In Mix-25 Grade Concrete Block Of Size 60 Centimeter X 60 Centimeter X 75 Centimeter Including Transportation Et-Cetra Complete. Class B ( Type Iv High Intensity Micro-Prismatic Grade Sheeting-Hip ) Shall Have 7 Years Written Warrantyfrom The Manufacturer And Authorised Distributor Or Convertor Issued For Field Performance Including The Screen Printed Areas And Cut-Out Sheeting And Cut-Out Durable Transparent Overlay Film And This Warranty Certificatein Original Should Be Submitted To The Engineer In Charge By The Contractor Or Supplier A 600 Milimeter Diameter Made Out Of 3 Milimeter Aluminum Composite Materialwith 0.25 Milimeter Skin Thickness On Either Side. ( A ) Sh-15 ( Km. 0 / 00 To 45 / 00 ) 23 ( B ) Sh-18 Km. ( 25 / 750 To 30 / 200 ) 24 Providing And Layingof Rumble Strips With Plastirib 2K, Or Equivalent 2 Component Cold Plasticprofiled Material To Give Total Width Of 500 Milimeter And Height Of 10 Milimeter Ramp Providedto Give Width Of 145 Milimeter, Width Of Ribs To Be 55 Milimeter Laid At Centre To Centre Distance Of 35 Milimeter, With Reflective Glass Beads At 350 Gram Or One Square Metre. The Finished Surface To Be Levelled, Uniform And Free From Streaks And Holes, To Be Applied On The Edge Lines, Including Surface Cleaning And Cost Of All Materials Et-Cetra Complete. ( A ) Sh-15 ( Km. 0 / 00 To 45 / 00 ) 25 ( B ) Sh-18 Km. ( 25 / 750 To 30 / 200 ) 26 Dismantling Of Flexible Pavements And Disposal Of Dismantled Materials Up To A Lead Of 1000 Metres, Stacking Serviceable And Unserviceable Materials Separately Et-Cetra Complete. ( A ) Sh-15 ( Km. 0 / 00 To 45 / 00 ) 27 ( B ) Sh-18 Km. ( 25 / 750 To 30 / 200 ) 28 Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening / Binding Materials To Fill Up The Interstices Of Coarse Aggregate, Watering And Compacting With Vibratory Roller To The Required Density. By Mechanical Means - Grading Ii ( Using Screening Type B ( 11.2 Milimeter ) Aggregate ) ( A ) Sh-15 ( Km. 0 / 00 To 45 / 00 ) 29 ( B ) Sh-18 Km. ( 25 / 750 To 30 / 200 ) 30 Providing And Constructing 75 Milimeter Thick Modifiedpenetraction Macadam ( Mpm ) Road Surface Including All Materials, Preparing The Existing Road Surface, Spreading 40 Milimeter Stone Layers Metal 30 Percent Crusher Broken Metal + 70 Percent Hand Broken Metal ( By Breaking Rubble Obtained By Blasting ) , Heating And Spraying Thebitumen Of Specified Grade At 2 Kilogram Per Square Meter, Spreading 12 Milimeter Size Chips Compacting With Three Wheel Static Roller Having Weight 8 To 10 Metric Tonne To Achive The Desired Degree Of Compaction As Per Technical Specification Clause 506 Et-Cetra Complete, Including Applying Tack Coat Of Specified Grade Of Bitumen At The Rate Of 0.30 Kilogram Square Meter On Existing Bitumen Surface. ( Viscosity Grade-30 Bulk Bitumen Rates Are Considered To Arrive At Rates ) ( A ) Sh-15 ( Km. 0 / 00 To 45 / 00 ) 31 ( B ) Sh-18 Km. ( 25 / 750 To 30 / 200 ) 32 Bituminous Macadam:--Providing And Laying Bituminous Macadam Using Crushed Aggregate Of Grading 1, Premixed With Bituminous Binder, Transported At Site With Vehicle Tracking System, Laid Over A Previously Prepared Surface , Finished To The Required Grade , Level, Alignment, And Rolling To Achieve The Desired Density For 50 Milimeter Compacted Thickness With Drum Mix Type Hot Mix Plant Without Supervisory Control And Data Acquisition Having Complying Essential Features Of Hot Mix Plant As Per Indian Road Congress-27 2009 Specified Conditions And Attachments Such As Electronic Load Sensor Based Belt Conveyers, Automatic Synchronization Of Bitumen And Aggregate Fedder, Built In Dust Controller System And Programmable Logic Controller For Drum Mix Plant , Sensor Paver, And Vibratory Roller Including Tack Coat Et-Cetra Complete --Bitumen3.30 Percent Of Specified Grade ( Viscosity Grade-30 Bulk Bitumen Rates Are Considered To Arrive At Rates ) ( A ) Sh-15 ( Km. 0 / 00 To 45 / 00 ) 33 ( B ) Sh-18 Km. ( 25 / 750 To 30 / 200 ) 34 Bituminous Concrete:--Providing And Laying Bituminous Concrete Using Crushed Aggregate Of Grading 1, Premixed With Bituminous Binder At 5.40 Percent By Weight Of Total Mix And Filler, Transported At Site With Vehicle Tracking System, Laid Over A Previously Prepared Surface, Finished To The Required Grade , Level, Alignment, And Rolling To Achieve The Desired Density For 40 Milimeter Compacted Thickness With Drum Mix Plant Without Supervisory Control And Data Acquisition, Sensor Paver And Vibratory Roller Including Tack Coat Et-Cetra Complete --Bitumen Of Specified Grade With Stone Dust Filler. ( Viscosity Grade-30 Bulk Bitumen Rates Are Considered To Arrive At Rates ) ( A ) Sh-15 ( Km. 0 / 00 To 45 / 00 ) 35 ( B ) Sh-18 Km. ( 25 / 750 To 30 / 200 )
