Moolapalle To Neelakantaraopeta Via Kalpanayunicheruvu Of Ramapuram Mandal Of Ysr Kadapa District; 1 Moolapalle To Neelakantaraopeta Via Kalpanayunicheruvu Of Ramapuram Mandal Of Ysr Kadapa District. 2 Road Portion 3 Clearing And Grubbing Road Land Including Uprooting Wild Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Of Girth Upto 300 Mm, Removal Of Stumps Of Such Trees Cut Earlier And Disposal Of Unserviceable Materials And Stacking Of Serviceable Material To Be Used Or Auctioned, Upto A Lead Of 1000 M Including Removal And Disposal Of Top Organic Soil Not Exceeding 150 Mm In Thickness As Per Technical Specification Clause 201 Mord . Including Contractors Profit & Over Head Charges, But Excluding Gst And Seigniorage Chargesetc., Complete. 4 Scarifying Existing Granular Surface To A Depth Of 50 Mm And Spreading Scarified Material In Uniform Layers With Tractor Grader And Compacting Withvibratory Roller To Achieve Thedesired Density As Per Technical Specification Clause 301.4. Mord , Including Contractors Profit & Over Head Charges, But Excluding Gst Etc., Complete. 5 Construction Of Embankment With Approved Material Obtained From Borrow Pits With All Lifts, Transporting To Site, Spreading, Grading To Required Slope And Compacting With Vibratory Roller 80-100 Kn To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M As Per Technical Specification Clause 301.5 Mordincluding Contractors Profit & Over Head Charges, But Excluding Gst And Seigniorage Chargesetc., Complete.., Complete. 6 Construction Of Embankment With Approved Materials Deposited At Site From Roadway Cutting And Excavation From Drain ( Not Exceeding 0.6 M Depth ) And Foundation Of Other Structures Including Breaking Clods, Ramming, Spreading, Sectioning, Grading Compacting With Vibratory Roller 80-100Knto Omc Compaction Including To A Top Width Of 7.5M And Raising To Required Heightcomplete Etc.As Perrequirement Of Tables 300.1 And 300.2 As Per Technical Specification Clause 301.5 Mord Including Contractors Profit & Over Head Charges, But Excluding Gst And Seigniorage Etc., Complete. 7 Providing, Laying, Spreading And Compacting Graded Stone Aggregate To Wet Mix Macadam Specification Including Premixing Thematerial With Water At Omc In Mechanical Mixer ( Pug Mill ) , Carriage Of Mixed Material By Tipper To Site, Layingin Uniform Layers In Sub-Base / Base Course On A Well Prepared Sub-Base And Compacting With Vibratory Roller 80-100 Kn Weight To Achieve The Desired Density Including Lighting, Barricading And Maintenance Of Diversion, Etc As Per Tables 400.11 & 400.12 And Technical Specification Clause 406 Mord, Including Contractors Profit & Over Head Charges, But Excluding Gst And Seigniorage Etc., Complete 8 Providing And Applying Primer Coat With Cationicbitumen Emulsion ( Css-1 ) On Prepared Surface Of Granular Base Including Cleaning Of Road Surface And Spraying Primer At The Rate Of 0.70-1.0 Kg / Sqm Using Mechanical Means As Per Technical Specification Clause 502 Mord ( For Use On Wet Mix Macadam & Wbm ) , Including Contractors Profit & Over Head Charges, But Excluding Gst Etc., Completefor Prime Coat 9 Providing And Applying Tack Coat With Bitumen Emulsion ( Rs-1 ) Using Emulsiondistributor At The Rate Of 0.25 To 0.30 Kg Per Sqm On The Prepared Granular Surfaces Treated With Primer & Cleaned With Hydraulic Broom As Per Technical Specification Clause 503 Mord, Including Contractors Profit & Over Head Charges, But Excluding Gst Etc., Completefor Tack Coat 10 Providing, Laying And Rolling Of Open-Graded Premix Carpet Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates ( Table 500.9 ) Either Using Viscous Grade Bitumen Vg30 Grade With 8% Waste Plastic By Dry Process ( Shredded Waste Plastic ) At The Rate Of 14.6 Kg / 10 Sqm To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Hot Mix Plant Of 30-40Tph, Laying And Rolling With A Three Wheel 0-100 Kn Static Roller Capacity, Paver Finished To Required Level And Grades To Be Followed By Seal Coat Of Either Type A Or Type B Or Type C Including Cost And Conveyance Of All Materials From Approved Sources, , Labour Charges And Hire And Operational Charges Of Power Road Roller And All Other Machinery, Tools And Plants, Providing Barricading For Diversion Of Traffic, Erecting Red Flags Other Incidental And Operational Charges Etc., Complete For Finished Item Of Work As Per Clause 506 Mord Including Contractors Profit & Over Head Charges, But Excluding Gst And Seigniorage Etc., Complete 11 Providing And Laying Bituminous Premixed Seal Coat ( Type C ) Comprising Of A Thin Application Of Fine Aggregate Premixed With Bituminous Binder; With Crushed Stone Chips Of 6.7 Mm Size 100% Passing Through 9.5Mm Seive And Retained On 2.36 Mm Sieve Applied @ 0.09 Cum Per 10 Sqm, Chips To Be Premixed By Mechanical Means To Be Laid Simultaneously Along With The Of Bitumen Vg30 Grade With 8% Waste Plastic By Dry Process ( Shredded Waste Plastic ) At The Rate Of 6.50 Kgsfor 10 Sqm And Rolling With Power Roller Including Of Required Line, Level, Grade To Serve As Wearing Course On Previously Prepared Surface And Finishing To Rquired Level And Grades Including Cost And Conveyance Of All Materials From Approved Sources And Stacking At Site To Departmental Gauge Forpremeasurements, Seigniorage, Labour Charges And Hire And Operational Charges Of Power Road Roller 8 To 10 Tonnes Capacity And All Other Machinery, Tools And Plants, Providing Barricading For Diversion Of Traffic, Erecting Red Flags Other Incidental And Operational Charges Etc., Complete For Finished Item Of Work As Per Technical Specification Clause 508 Of Mord Using Hot Mix Plant Including Contractors Profit & Over Head Charges, But Excluding Gst And Seigniorage Etc., Complete. ( By Mechanical Means ) 12 Construction Ofun-Reinforced, Panneled Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M30 ( Grade ) , Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, As Per Design, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork ( Steel Channel, Wedges, Steel Plates Including Levelling The Formwork Etc Complete As Per Drawing ) , Spreading The Concrete With Sholvels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Continuous Operation, Admixtures As Approved, Curing Of Concrete Slab For 14-Days, Using Curing Compound ( Where Specified ) And Water And Contraction Sawn Joint Groove ( Using Daimond Studded Nblades ) 3 To 5 Mm Wide And1 / 3Rdto 1 / 4Th Depth Of The Slab + Or - 5Mm Or .Thecontraction Joint Shall Be Cut As Soon As The Concrete As Under Goneinitial Hardening And As Hard Enogh To Take Up The Load Of Joint Swaing Machine With Out Causing Damage To The Slab. The Joint Ceilling Compound Shall Not Be Poured Bitumen Type Having Flexibility, Resistaance To Age Hardening And Durability Of The Sealant Shall Be In Accordance With Bs 5212 ( Part-2 ) With All Leads And Lifts And Coat And Conveyance Of All Materials For 100 Thickness For Forming The Panels Of 0.75 X 0.75 Mts Size As Per Drawingand Technical Specification Clause 1501Including Contractors Profit & Over Head Charges, But Excluding Seig Charges, Labour Cess & Gst Etc, . Complete. 13 Construction Of Shoulders By Providing Selected Earth Having Minimum Cbr Of 10%, Mdd Not Less Than 1.85 G / Cc With Ll & Pi Not More Than 40% And 20 Respectivelyand Spreading In Uniform Layers With Tractor Grader On Prepared Surface, And Compacted At Omc Withvibratory Roller 80-100 Kn To Meet Requirement Of Table 300.2 With As Per Technical Specification Clause 303 & 407 Mord, By Using Machinery Including Contractors Profit & Over Head Charges, But Excluding Gst And Seigniorage Etc., Complete. 14 Const. Of 1V-1000Mm Dia Pipe Culverts 15 Earthwork In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material As Per Technical Specification 305 Mord / 304 Morth, Including Contractors Profit & Over Head Charges, But Excluding Gst Etc., Complete- For Foundations 16 Fillingin Foundation Trenches / Pipe Bedding With Sand As Per Drawing And Technical Specification Clause 305.3.9 Mord & 304 Morth , Including Contractors Profit & Over Head Charges, But Excluding Gst And Seigniorage Etc., Complete. 17 Providing Concrete For Plain Concrete M 10Grade In Open Foundations Using 40 Mm Nominal Size Graded Hard Stone Aggregate ( Hbg ) , Mechanically Mixed, Placed In Foundation And Compacted By Vibration Including Curing For 14 Days Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 Mord And 1500, 1700 & 2100 Morth , Including Contractors Profit & Over Head Charges, But Excluding Gst And Seigniorage Etc., Complete For Levelling Course 18 Plain Cement Concrete M 15 Grade Using 40, 20 & 10Mm Metal ( Hbg ) Mechanically Mixed In Foundation Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 And 1203 Mord And 1500, 1700 & 2200 Morth , Including Contractors Profit & Over Head Charges, But Excluding Gst And Seigniorage Etc., Complete- For Head Walls Of Pipe Culverts & Footings Of Slab Culverts 19 Providing And Laying Reinforced Cement Concrete Pipe Np3 For Culverts On First Class Bedding Of Granularmaterial Includingfixing Collar With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Wall And Parapets. Tech Specification Clause 1101.6 Mord , Including Contractors Profit & Over Head Charges, But Excluding Gst And Seigniorage Etc., Complete - 1000Mm Dia Rcc Np3 Pipes - For Pipe Culverts 20 Painting Two Coats Including Primer Coat After Filling The Surface With Synthetic Enamel Paint In All Shades On New, Plastered / Concrete Surfaces As Per Drawing And Technical Specification Clause 1701Mord. Including Contractors Profit & Over Head Charges, But Excluding Gst Etc., Complete 21 Construction Of Single Row Cable Duct 300 Mm Dia PipeS ( T.W 10.0 M ) 22 Earthwork In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material As Per Technical Specification 305 Mord / 304 Morth, Including Contractors Profit & Over Head Charges, But Excluding Gst Etc., Complete- For Foundations 23 Providing And Laying Reinforced Cement Concrete Pipe Np3 For Culverts On First Class Bedding Of Granularmaterial Includingfixing Collar With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Wall And Parapets. Tech Specification Clause 1106 Mord, Including Contractors Profit & Overhead Charges But Eexcluding Gst & Seigniorage Charges. Etc., Complete.- For Pipe Culverts 24 Construction Of Protection Walls 25 Earthwork In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material As Per Technical Specification 305 Mord / 304 Morth, Including Contractors Profit & Over Head Charges, But Excluding Gst Etc., Complete- For Foundations 26 Providing Concrete For Plain Concrete M 10Grade In Open Foundations Using 40 Mm Nominal Size Graded Hard Stone Aggregate ( Hbg ) , Mechanically Mixed, Placed In Foundation And Compacted By Vibration Including Curing For 14 Days Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 Mord And 1500, 1700 & 2100 Morth , Including Contractors Profit & Over Head Charges, But Excluding Gst And Seigniorage Etc., Complete For Levelling Course 27 Plain Cement Concrete M 15 Grade Using 40, 20 & 10Mm Metal ( Hbg ) Mechanically Mixed In Foundation Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 And 1203 Mord And 1500, 1700 & 2200 Morth , Including Contractors Profit & Over Head Charges, But Excluding Gst And Seigniorage Etc., Complete- For Head Walls Of Pipe Culverts & Footings Of Slab Culverts 28 Providing Weep Holes In Brick Masonry / Stone Masonry, Plain / Reinforced Concrete Abutment, Wing Wall, Return Wall With 100 Mm Dia Ac Pipe Extending Through The Full Width Of The Structures With Slope Of 1 ( V ) :20 ( H ) Towards Drawing Face Complete As Per Drawing And Technical Specification Clauses 614, 709, 1204.3.7 Mord / 2706 & 2200 Morth, Including Contractors Profit & Overhead Charges But Eexcluding Gst & Seigniorage Charges. Etc., Complete. 29 Painting Two Coats Including Prime Coat With Epoxy Paint Of Approved Brand On Concrete / Steel Surfaces After Through Cleaning Of Surface To Give An Even Shade As Per Drawing And Technical Specification Clause 1701 Mordeexcluding Gst Etc., Complete. 30 Road Furniture 31 Providing And Fixing Of 5 Thkilometre Stones Of Size 350X250x1675 Mm Precasted With Rcc ( 1:2:4 ) Using 20 Mm And 10 Mm Hbg Metal And Using 5 Kgs / Sqm Of Steel Hysd Bars Including Cost And Fabrication Charges And Embedding These Stones In 0.55X0.55X0.60 M Size Cement Concrete M20 Grade Cc ( 1:2:4 ) Using 20 Mm And 10 Mm Hbg Metal Below Ground Level, Painting , Lettering Etc Complete As Per Drawings And Technical Specification Clause 1703 Of Mord Including Cost And Conveyance Of All Materials, All Labour Charges, Over Head Charges & Contractors Profit But Excluding Gst And Seigniorage Charges Etc., Complete For Finished Item Of Work. 32 Providing And Fixing Of Kilometre Stones Of Size 350X250x1100 Mm Precasted With Rcc ( 1:2:4 ) Using 20 Mm And 10 Mm Hbg Metal And Using 5 Kgs / Sqm Of Steel Hysd Bars Including Cost And Fabrication Charges And Embedding These Stones In 0.55X0.55X0.60 M Size Cement Concrete M20 Grade Cc ( 1:2:4 ) Using 20 Mm And 10 Mm Hbg Metal Below Ground Level, Painting , Lettering Etc Complete As Per Drawings And Technical Specification Clause 1703 Of Mord Including Cost And Conveyance Of All Materials, All Labour Charges, Over Head Charges & Contractors Profit But Excluding Gst And Seigniorage Charges Etc., Complete For Finished Item Of Work. 33 Providing And Fixing Of Hectometre Stones Of Sizemm 650X150x1100 Precasted With Rcc ( 1:2:4 ) Using 20 Mm And 10 Mm Hbg Metal And Using 5 Kgs / Sqm Of Steel Hysd Bars Including Cost And Fabrication Charges And Embedding These Stones In 0.35X0.30X0.40 M Size Cement Concrete M20 Grade Cc ( 1:2:4 ) Using 20 Mm And 10 Mm Hbg Metal Below Ground Level, Painting , Lettering Etc Complete As Per Drawings And Technical Specification Clause 1703 Of Mord Including Cost And Conveyance Of All Materials, All Labour Charges, Over Head Charges & Contractors Profit But Excluding Gst And Seigniorage Charges Etc., Complete For Finished Item Of Work. Hectometre Stones 34 Providing And Fixing Village Name Board Size 900X450 Mm Made Out Of Type — Iv Of Astmd 4956-09 High Intensity Prismatic Prismatic Retro Reflective Sheeting And Confirming To Irc 67:2012 For Full Background Of Green Colour & White Letters And Fixed Over 3Mm Alluminium Composite Material Sheet Having Minimum 0.30 Mm Thick Aluminium Skin On Both Sides With Back Side Painted Grey Colour And Fixed Over Back Support Frame Of M.S Angle 25X25x3mm All Round And Fixing With 35X35x4mm And Mounted On A Ms Angle Post Of Size 75X75x6mm With Clear Height Of Not Less Than 2.1 M From The Ground Level To The Bottom Of The Board. The Signpost Should Be Painted With One Coat Of Red Oxide Paint And 2 Coats Of Synthetic Enamel Paint Black And White Colour With Bands Of 30Cm Of Height. The Signpost Shall Be Firmly Fixed With Ms Base Angle 35X35x4 Mm In To The Ground By M-15 Concrete Foundation Of Size 450X450x600mm Including Cost And Conveyance Of All Materials , Equipment, Machinery And Labour With All Leads And Lift, Loading Charges Necessary For Satisfactory Completion Of The Work As Directed By Engineer -In-Charge For The Following Roads. 35 Providing And Fixing Mandatory / Regulatory Sign Boards Size 600 Mm Equilateral Triangle Made Out Of Type — Iv Of Astmd D4956¬09 High Intensity Prismatic Retro Reflective Sheeting And Confirming To Irc 67:2012 For Full Background Of White Colour And Letters / Logos Done By Screen Printing In Black Colour, Boarders By Screen Printing In Red Colour And Fixed Over 3Mm Alluminium Composite Material ( Acm ) Sheet Having Minimum 0.30 Mm Thick Aluminium Skin On Both Sides With Back Side Painted Grey Colour And Fixed Over Back Support Frame Of M.S Angle 25X25x3mm All Round And Fixing With 35X35x4mm And Mounted On A Ms Angle Post Of Size 75X75x6mm With Clear Height Of Not Less Than 2.1 M From The Ground Level The Bottom Of The Board. The Signpost Should Be Painted With One Coat Of Red Oxide Paint And 2 Coats Of Synthetic Enamel Paint Black And White Colour With Bands Of 30Cm Of Height. The Signpost Shall Be Firmly Fixed With Ms Base Angle 35X35x4 Mm In To The Ground By M15 Concrete Foundation Of Size 450X450x600mm Including Cost And Conveyance Of All Materials , Equipment, Machinery And Labour With All Leads And Lift, Loading Changes Necessary For Satisfactory Completion Of The Work As Directed By Engineer -In-Charge For The Following Roads. 36 Providing And Fixing Of Maintenance Information Board As Per Irc:67 Made Oftype Retro Reflective Sheeting Vide Clause 1701.2.3 Mord / 801.3 Morthfixed Over Alluminium Composite Material Of 4Mm Thicknessand Size Of 900 X 1500 Mmon A Frame Made Up Of 25X25x6mm Thick Ms Angles And 25X 5Mm Ms Flatsand Welded To Welded Ms Flat Iron Plates 50 X 5 Mm Size On Back And Welded To 75 Mm X 75Mm X6mm Ms Hallow Squar Tube Frame Of Height 3.00M As Per The Drawing And Painted With Ready Mixed Syntheticenamel Paint Of Superiorquality In Required Shade And Colour, Lettering , Colour, Band, Diagrams, Specifications Etc., Complete As Per Mord Specifications.The 75Mm Dia Steel Tubes Welded With 50 X 50X 6 Mm Angle Iron Hold Fasts Of 225 Mm Long At Bottom And Painted With Primer And Two Coats Of Epoxypaint And Embedded In To Cement Concrete M15 Grade Of Size 600 X 600 X 750 Mm, 600 Mm Below Ground Level As Per Mord Specifications Clause 1701 Including Over Head Charges & Contractors Profit But Excluding Gst & Seigniorage Charges Etc., Complete. 37 Providing And Fixing Of Typical Pmgsy Informatory Sign Board With Logo As Per Mord Specifications And Drawing. Three Ms Plates Of 1.6 Mm Thick, Top And Middle Plate Duly Welded With Ms Flat Iron 25Mm X 5M Size On Back On Edges.The Lower Plate Will Be We Welded With Ms Angle Irone Frame Of 25 Mm X 25 Mm X 5 Mm. The Angle Iron Frame Of The Lower Most Plate And Flat Iron Frame Of Middle Plate Will Be Welded To 2 Nos. 75 Mm X 75 Mm Of 12 Swg Sheet Tubes Posts Duly Embedded In Cement Concrete M-15 Grade Blocks Of 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level. The Top Most Diamond Plate Will Be Welded To Middle Plate By 47 Mm X 47Mm Of 12 Swg Sheet Tube. All M.S. Will Be Stove Enameled On Both Sides. Lettering And Printing Arrows, Border Etc., Will Be Pointed With Ready Mixed Synthetic Enamel Paint Of Superior Quality In Required Shade And Colour. All Sections Of Framed Posts And Steel Tube Will Be Painted With Primer And Two Coats Of Epoxy Paint As Per Drawing Clause 1701 Mord , Including Overhead Charges & Contractors Profit Gst & Seignarage Charges. 38 S&F Of Citizen Information Board Of Size 750Mm X 900Mm Rectangular Type 2Nowith 16 Gauge Crs Sheet No S And 53Mm Gi Pipe, 3.05M 2 Nos. In Vertical And 53Mm Gipipe, 1.15Mts 2Nos In Horiozantals And 40X40x5mm Ms As Supports For Crs Sheet . Horizontally At Top And Bottom Fixes At The Back Side Of The Board. The Ms Flatsof Size 20X5mm Of 0.90M 3 Nos. Fixed At The Back Side Of The Board. And Hold Fasts And 10X10mm Size Ms Square Rods Of 0.3M 6Nos. Fixed At The Bottom Of 53Mm Gi Pipes As Hold Fasts Including Cost Of Materials Including Painting, Lettering And Fixing By Concrete Etc., Complete For Finished Item Of Work. 39 Providing & Fixing Of Typical Pmgsywith Logoboard @ Every 2Km As Per Mord Secifications And Drawing. Ms Middle Plateof 1.6Mm Thick, Duly Welded With Ms Flat Iron 25Mmx5mm Size On Black On Edges.The Top Most Diamond Plate Will Be Welded To Middle Plate By 47Mmx47mm Of 12 Swg Sheet Plate Tube Will Be Welded To 1 Nos 75Mmx75mm Of 12 Swg Sheet Tubes Posts Duly Embedded In Cc M15 Grade Blocks Of 450Mmx450mmx600mm, 600Mm Below Ground Level. .All Ms Will Be Stove Enmeled On Both Sides.Lettering And Paining Figures Of Superior Quality In Required Shade And Colour.All Sections Of Framed Posts And Sheet Tube Will Be Painted With Primer And Two Coats Of Epoxy Paint As Per Drawing Clause 1701 And Annexure 1700.1. 40 Pavement Markings With Hot Line Applied Thermo Plastic Compound 2.50 Mm Thick Including Reflecting Glass Beads At 250 Gms / Sqm, Thickness Of 2.5Mm Is Exclusive Of Surface Applied Glass Beads For Providing Centerline Marking 300 Cms Length And 10Cm Width With A Gap Of 450 Cms Including Cost And Convenyace Of All Materialsequipment Machinary And Labour With All Leads And Lifts Loading And Unloading Charges Necessary For Sucessful Completion Of Work As Directed By The Engineer-In-Charge And Confirming To Is 164 - 1981 ( 1St Revison Reaffirmed In 1986 ) And Clause 803 Of Most Specification For Roads And Bridge Works And Also Confirming To Irc 35 -1997 Including Cost And Conveyance Of All Materials, All Labour Charges, Over Head Charges & Contractors Profit But Excluding Gst And Seigniorage Charges Etc., Complete For Finished Item Of Work. 41 Supplying & Fixing Of Moulded Shanks Raised Pavement Markers 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 100 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 700 Kgf. Fixing Will Be By Drilling Holes On The Road For The Twin Shanks To Go Inside, Without Nails And Using Epoxy Resin Based Adhesive As Per Manufacturer’S Recommendation And Complete As Directed By The Engineer-In-Charge Including Cost And Conveyance Of All Materials, All Labour Charges, 42 Providing And Erecting A W Metal Beam Crash Barrier Comprising Of 3Mm Thick Corrugated Sheet Metal Rail, 70Cm Above Road / Ground Level, Fixed On Ismc Series Channel Vertical Post, 150 X 75 X 5Mm Spaced 2M Centre To Centre, 1.8M High, 1.1M Below Ground / Road Level, All Steel Parts And Fitments To Be Galvanised By Hot Dip Process, All Fittings To Conform To Is:1367 And Is:1364, Metal Beam Rail To Be Fix Vertical Post With A Spacer Of Channel Section 150 X 75 X 5Mm, 330Mm Long Complete As Per Clause 810 Including Cost And Conveyance Of All Materials, All Labour Charges, Over Head Charges & Contractors Profit But Excluding Gst And Seigniorage Charges Etc., Complete For Finished Item Of Work. 43 Providing And Fixing Rigid Delineator Double Side ( Type-Xi ) For Curves And Tank Bunds 44 Supply And Installation Of Hazard Markers Using M.S. Angle Of Size 55X55x6mm And 120 Cm High Above Ground Level Painted With Two Coats Of Black & White Stripes Of 15Cm Wide With First Quality Synthetic Enamel Paint Over One Coat Of Appropriate Primer Of Approved Brand, Colour, With 30Cm X 90Cm Retro Reflective Sheeting Type Iii / Iv Of Yellow Colour Fixed At Top Over 1.5Mm Aluminium Sheet With Standard Supports Consisting Of Alternately Black And Yellow Stripes, With Black Stripes In Screen Printing Sloping Downward At An Angle Of 45Degree Towards The Side Of The Obstruction On Which The Traffic Is Pass And Buried In To The Ground In A Trench Of Size 30Cm X 30Cm, And 50Cm Depth Filled With Cc 1:2:4 Including Cost And Conveyance Of All Materials, Equipment, Machinery And Labour With All Lead And Lifts, Loading And Unloading Charges Necessary For Successful Completion Of Works As Directed By The Engineer-In-Charge And Conforming To Irc 79-1981 & Morth Specification No. 805 And Approved Drawings Etc., Complete For Finished Item Of Work Including Cost And Conveyance Of All Materials, All Labour Charges, Over Head Charges & Contractors Profit But Excluding Gst And Seigniorage Charges Etc., Complete For Finished Item Of Work. At Culverts 45 Supply And Installation Of Hazard Markers Using M.S. Angle Of Size 55X55x6mm And 120 Cm High Above Ground Level Painted With Two Coats Of Black & White Stripes Of 15Cm Wide With First Quality Synthetic Enamel Paint Over One Coat Of Appropriate Primer Of Approved Brand, Colour, With 30Cm X 90Cm Retro Reflective Sheeting Type Iii / Iv Of Yellow Colour Fixed At Top Over 1.5Mm Aluminium Sheet With Standard Supports Consisting Of Alternately Black And Yellow Stripes, With Black Stripes In Screen Printing Sloping Downward At An Angle Of 45Degree Towards The Side Of The Obstruction On Which The Traffic Is Pass And Buried In To The Ground In A Trench Of Size 30Cm X 30Cm, And 50Cm Depth Filled With Cc 1:2:4 Including Cost And Conveyance Of All Materials, Equipment, Machinery And Labour With All Lead And Lifts, Loading And Unloading Charges Necessary For Successful Completion Of Works As Directed By The Engineer-In-Charge And Conforming To Irc 79-1981 & Morth Specification No. 805 And Approved Drawings Etc., Complete For Finished Item Of Work Including Cost And Conveyance Of All Materials, All Labour Charges, Over Head Charges & Contractors Profit But Excluding Gst And Seigniorage Charges Etc., Complete For Finished Item Of Work. At Sharp Curves
