Stmc For Maintenance Of Mahan Akola From Ch 107.500 To 136.809 On Nh 161A In The State Of Maharashtra.; 1 Providing And Fixing Mandatory / Regulatory Sign Boards In Circular Shape Of ______ Mm Dia Made Out Of ____Mm Aluminum Sheet Bonded With White Retro Reflective Sheeting Of Class B ( Type Iv High Intensity Micro-Prismatic Grade Sheeting-Hip ) Having Pressure Sensitive / Heat Activated Adhesive Retoreflective Specified Back Ground, Border And Back Side Retoreflctive Symbols, Letters, Numerals, Arrow As Per Irc:67-2012 Table No 8.3 Supported With Back Support Frame 25Mm X 25Mm X 3Mm, Duly Painted On Back Side With Grey Stove Enamel Paint And Supported On One No. Of M. S. Angle Iron Post Of Size 65 Mm X 65 Mm X 6 Mm, 3.45 M Long, Duly Painted With With Flat Oil Paint Having Alternate Black And White Bands Of 25 Cm Width Including G.I. Fixtures Etc; Fixing The Boards In M25 Grade Concrete Block Of Size 60Cm X 60Cm X 75Cm Including Transportation Etc; Complete. Class B ( Type Iv High Intensity Micro-Prismatic Grade Sheeting-Hip ) Shall Have 7 Years Written Warranty From The Manufacturer And Authorised Distributor / Convertor Issued For Field Performance Including The Screen Printed Areas And Cut-Out Sheeting And Cut-Out Durable Transparent Overlay Film And This Warranty Certificate In Original Should Be Submitted To The Engineer In Charge By The Contractor / Supplier.B. 750 Mm Dia Made Out Of 4Mm Aluminum Composite Material With 0.5 Mm Skin Thickness On Either Side. 2 Providing And Fixing Cautionary / Warning Sign Boards In Equilateral Triangle Size Of ____Mm Made Out Of ___Mm Aluminum Sheet Bonded With White Retro Reflective Sheeting Of Class B ( Type Iv High Intensity Micro-Prismatic Grade Sheeting-Hip ) Having Pressure Sensitive / Heat Activated Adhesive Retoreflective Specified Back Ground, Border And Back Side Retoreflctive Symbols, Letters, Numerals, Arrow As Per Irc:67-2012 Table No 8.3 Supported With Back Support Frame 25Mm X 25Mm X 3Mm, Duly Painted On Back Side With Grey Stove Enamel Paint And Supported On One No. Of M. S. Angle Iron Post Of Size 65 Mm X 65 Mm X 6 Mm, 3.45 M Long, Duly Painted With With Flat Oil Paint Having Alternate Black And White Bands Of 25 Cm Width Including G.I. Fixtures Etc; Fixing The Boards In M25 Grade Concrete Block Of Size 60Cm X 60Cm X 75Cm Including Transportation Etc; Complete. Class B ( Type Iv High Intensity Micro-Prismatic Grade Sheeting-Hip ) Shall Have 7 Years Written Warranty From The Manufacturer And Authorised Distributor / Convertor Issued For Field Performance Including The Screen Printed Areas And Cut-Out Sheeting And Cut-Out Durable Transparent Overlay Film And This Warranty Certificate In Original Should Be Submitted To The Engineer In Charge By The Contractor / Supplier.900 Mm Made Out Of 4Mm Aluminum Composite Material With 0.5 Mm Skin Thickness On Either Side. 3 Providing And Fixing Of Retro- Reflectorised Informatory Sign Board Rectangular / Square In Shape Having Area Less Than 0.9 Square Meter Made Out Of 4 Mm Aluminum Composite Panel With 0.5 Mm Skin Thickness On Either Side Bonded With White Retro Reflective Sheeting Of Class B ( Type Iv High Intensity Micro-Prismatic Grade Sheeting-Hip ) Having Pressure Sensitive Adhesive Retoreflective Specified Back Ground, Border And Back Side Retoreflctive Symbols, Letters, Numerals, Arrow As Per Irc:67-2012 Table No 8.3, Supported With Back Support Frame 25Mm X 25Mm X 3Mm, Duly Painted On Back Side With Two Coats Of Grey Stove Enamel Paint And Supported On One No. Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm, 3.5 Mt ~ 3.9 Mtlong Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M25 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm, 60 Cm Below Ground Level As Per Approved Drawing The Angle Iron Post Shall Be Duly Painted With One Coat Of Epoxy Primer And Two Coats Of Epoxy Finish Paints Having Alternate Black And White Bands Of 25 Cm Width Including Fixures And Transportation Etc.Complete.The Nut Bolts Of Board With Angle Iron Post / Supporting Structure After Fixing At Site Has To Be Electrically Welded. Class B ( Type Iv High Intensity Micro-Prismatic Grade Sheeting-Hip ) Sheeting Shall Have 7 Years Written Warranty From The Manufacturer Including The Digitally Printed Areas With Latex Printing Technology With Sheeting Manufacturer Approved Inks And Laminated With Uv Overlay Film And This Warranty Certificate Along With Sheeting Manufacturer Attested 3 Years Outdoor Weathering Test Report From Indian Govt Lab Must Be Submitted To The Engineer In Charge By The Contractor / Supplier 4 Providing And Fixing Steel Pipe Delineators Of 10 Cm. In Diameter And Total Height Of 130 Cm, Provided With 2 Strips Of White Retroreflective Sheeting Of Size 5 Cm. X 32.5 Cm. Each Fixed Horizontally And 2 Strips Of Red Retroreflective Sheeting Each Having Size 5 Cm. X 32.5 Cm. Fixed Horizontally At Top, With M.S. Round Cap Having Diameter 11 Cm. And Wire Mesh At Top ( 10 Guage Thick ) And Height Of Wire Mesh 15 Cm, M.S. Hold Fast 6 Mm Thick With 35 Cm. In Length, Fixing The Delineators In C.C. 1:4:8 Concrete Block Of Size 25 Cm. X 25 Cm. X 45 Cm. With Necessary Excavation Etc. Complete. 5 Supplying And Fixing Of Molded Shank Raised Pavement Markers / CatS Eye Made Of Polycarbonate And Abs Moulded Body And Reflective Panels With Micro Prismatic Lens Capable Of Providing Total Internal Reflection Of The Light Entering The Lens Face And Shall Support A Load Of 16000 Kg Tested In Accordance To Astm D 4280 Type H And Complying To Specifications Of Category A Of Morth Circular No Rw / Nh / 33023 / 10-97 Do Iii Dt 11.06. 1997. The Height, Width And Length Shall Not Exceed 50 Mm, 100 Mm And 102 + / - 2 Mm And With Minimum Reflective Area Of 13 Sqcm On Each Side And The Slope To The Base Shall Be 35 + / - 5 Degree. The Strength Of Detachment Of The Integrated Cylindrical Shanks, ( Of Diameter Not Less Than 19 + / - 2 Mm And Height Not Less Than 30+ / - 2 Mm ) From The Body Is To Be A Minimum Value Of 500 Kg. Fixing Will Be By Drilling Holes On The Road For The Shanks To Go Inside, Without Nails And Using Epoxy Resin Based Adhesive As Per ManufacturerS Recommendation And Complete As Directed By The Engineer.The Contractor Shall Submit A Two Year Warranty For Satisfactory Field Performance Including Stipulated Retro-Reflectance Of The Reflecting Panel, To The Engineer 6 Providing And Fixing Rcc______ Meter Stone In Cc 1:4:8Metre Stones As Per I.R.C. Standard Including Fixing In Standard Size ______ Block Including Curing, Painting Lettering Etc. Complete. 7 Providing And Fixing Rcc______ Meter Stone In Cc 1:4:8Metre Stones As Per I.R.C. Standard Including Fixing In Standard Size ______ Block Including Curing, Painting Lettering Etc. Complete. 8 Providing And Fixing Rcc______ Meter Stone In Cc 1:4:8Metre Stones As Per I.R.C. Standard Including Fixing In Standard Size ______ Block Including Curing, Painting Lettering Etc. Complete. 9 Road Marking With Hot Applied Thermoplastic Compound With Reflectorizing Glass Beads On Bituminous Surface- Providing And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm Thick Including Reflectorizing Glass Beads @ 250 Gms Per Sqm Area, Thickness Of 2.5 Mm Is Exclusive Of Surface Applied Glass Beads As Perirc:35 .The Finished Surface To Be Level, Uniform And Free From Streaks And Holes.Complete. 10 Providing White Andcolour Washing To Road Side Trees In 2Coats In2bandsof White Andone Red Bandat Centre Of 30 Cm Height Each Including Preparing The Surface, Cost Of Material, Conveying Etc. Complete. 11 Metal Beam Crashbarrier -- Type - A, W : Metal Beam Crashbarrier ( Providing And Erecting A W Metal Beam Crashbarriercomprisingof3mm Thickcorrugatedsheetmetalbeam Rail, 70Cm Aboveroad / Ground Level, Fixed On Ismc Series Channel Vertical Post, 150 X 75 X 5 Mm Spaced 2 M Centre To Centre, 1.8 M High, 1.1 M Below Ground / Road Level, All Steel Parts And Fitments To Be Galvanised By Hot Dip Process, All Fittings To Conform To Is:1367Andis:1364, Metal Beam Rail To Be Fixed On The Vertical Post Witha Spacer Of Channel Section 150 X 75 X 5 Mm, 330 Mm Long Complete As Per Clause 810 ) 12 Maintenance Of Hume Pipe Culvert By Way Ofclearing, Cleaning, Erosion Repair, Repairs To Cracks, Parapetwall And Protection Work As Per Drawing Etc. Complete 13 Cutting Of Branches Of Trees And Shrubs From The Road Way Or With In R.O.Wincluding Disposal Of Wood And Leaves To Suitable Location Etc. Complete 14 Trimmingofgrass, Shurbsandweedsfromtheshoulders / Bermsanddisposingoffthesametosuitable Locations Etc. Complete 15 Providingrailingofmildsteelanglepost2.0Mcentertocenterofsection75mmx75mmx10mmor Equivalent I / C Section Of Height 1.05 Above Bridge Surface With Minimum Anchor Lengthof 30Cm Including Holdfast Of 25Mm Diameter Ms Bar Weldedat The Bottom Andconcreting Of 1:3:6Ofsize 30Cm X 30Cm X 30Cm With Three Rows Of 40Mm B Class Gi Pipe Provided At 30Cm On Center To Center Including Scaffolding And One Coat Of Anticorrosive Paint With Two Coats Of Oil Painting, Curing Of Concrete Etc. Complete. 16 Roaddelineators: Supplyingandinstallationofdelineators ( Roadwayindicators, Hazardmarkers, Object Markers ) 80 To 100 Cm Highabove Groundlevel, Paintedblack Andwhite In 15 Cm Wide Strips, Fitted With 80X100mm Rectangular Or 75Mm Dia. Circular Reflectorised Panels At The Top, Buried Or Pressed Into The Ground And Confirming To I.R.C. 79 And The Drawings 17 Providing And Laying In Situ / Ready Mix M25 Rcc Of Trap / Granite / Quartzite / Gneiss Metal For Rcc Work Of Ballastwalls, Kerbsandboxreturnsincluding Scaffolding, Compaction, Formwork Finishing Andcuring Etc. Complete. ( Excluding Reinforcement, With Fully Automatic Micro Processor Based Plc With Scada Enabled Concrete Batch Mix Plant / Pan Mixer With Fine Agreegates Of Required Specifications ( Vsi Sand Finely Washed Etc ) Rcc Work Ofballast Walls & Kerb 18 Providing, Cutting, Bending, Hooking, Tyingand Laying In Position Tmt Fe 500 Steel Bars For Reinforcementfor All Rcc Works As Per Detailed Drawings Etc. Complete. 19 Providing And Applying Two Coats Of Flat Oil Paint Of Approved Colour And Shade To Internal / Externalplastered Surfacesincludingscaffoldingifnecessary, Cleaningandpreparingthe Surface ( Excluding Primer Coat ) Etc. Complete 20 Dismantling The R.C.C. Work 1:2:4 And Sorting Out The Materials Such As Steel Etc. As Directed And Stacking Them Within The Specified Lead As Directed Etc. Complete. 21 Scarifying The Existing Granular Road Surface To A Depth Of 50 Mm And Disposal Of Scarified Material Within All Lifts And Leads Upto 1000 Metres. 22 Bituminous Macadam:--Providing And Laying Bituminous Macadam Using Crushed Aggregate Of Grading 1, Premixed With Bituminous Binder, Transported At Site With Vts, Laid Over A Previously Prepared Surface , Finished To The Required Grade , Level, Alignment, And Rolling To Achieve The Desired Density For 80 / 100 Mm Compacted Thickness With Drum Mix Type Hot Mix Plant With Scada Having Complying Essential Features Of Hot Mix Plant As Per Irc-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 Plc For Drum Mix Plant , Sensor Paver, And Vibratory Roller Excluding Prime / Tack Coat Etc. Complete --Bitumen 3.30% Of Specified Grade ( Vg-30 Bulk Bitumen Rates Are Considered To Arrive At Rates ) 23 Bituminous Concrete:--Providing And Laying Bituminous Concrete Using Crushed Aggregate Of Grading 1, Premixed With Bituminous Binder @5.40% By Weight Of Total Mix And Filler, Transported At Site With Vts, Laid Over A Previously Prepared Surface, Finished To The Required Grade , Level, Alignment, And Rolling To Achieve The Desired Density For 50Mm Compacted Thickness With Drum Mix Plant With Scada, Sensor Paver And Vibratory Roller Excluding Prime / Tack Coat Etc. Complete --Bitumen Of Specified Grade With Stone Dust Filler. ( Vg-30 Bulk Bitumen Rates Are Considered To Arrive At Rates ) 24 Dressing Of Side Shoulder / Scrapping The Road Side Shoulder By Mechanical Means ( By Jcb / Douzer ) Including Excavation Of Raised Side Shoulders Upto 15Cm Depth Including Remooving / Cutting Bushes, Grass And Dressing Shoulder To Desired Camber And Disposing Of Excavated Stuff Up To Road Boundary Etc Complete. As Directed By Engineer In Charge. 25 Providing Selected Hard Murum Filling Including Laying In Layers Of 15 To 20Cmwith Watering And Compacting Etc. Complete 26 Excavation For Catch / Side Water Gutter In All Sorts Of Soils To The Specified Section Including Stacking The Excavated Stuff In A Regular Bund And Disposing Of Unsuitable Or Excess Stuff As Directed All Sorts Of Soils. 27 Clearimg And Grubbing Road Land Including Uprooting Rank Vegetation , Grass , Bushesh, Shrubs, Sapling, And Tree Girth Upto 300 Mm, Removal Of Stumps Of Trees
