Tender For Renewal Of Bt Road Barmer Garal Road Ar Mahabar Pithal To Rampura Garal ; 2 Clearing And Grubbing Road Land . ( Clearing And Grubbing Road Land Including Uprooting Rank Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Girth Up To 300 Mm, Removal Of Stumps Of Trees Cut Earlier And Disposal Of Unserviceable Materials And Stacking Of Serviceable Material To Be Used Or Auctioned Up To A Lead Of 1000 Metres Including Removal And Disposal Of Top Organic Soil Not Exceeding 150 Mm In Thickness. ) By Mechanical Meansin Area Of Light Jungle 3 Embankment Construction With Material Obtained From Borrow Pits ( Construction Of Embankment With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Table 300-2 ) 4 Granular Sub-Base With Coarse Graded Material ( Table:- 400- 2 ) ( Construction Of Granular Sub-Base By Providing Coarse Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Vibratory Roller To Achieve The Desired Density, Complete As Per Clause 401 ) ( Incl. Lead Upto 42 Km & All Lifts ) For Grading- Iiimaterial 5 Carriage Of Sand, Bajri, Ballast, Stone, Boulders, Kankar & Gravelly Material Includind Loading & Unloading ( Morth Specification : 514.5 Table 500.28 ) Add For Each Subsequnt Km. Leadupto 6 Km. 6 Water Bound Macadam ( Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Vibratoryroller 8-10 Tonnes In Stages 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 To The Required Density. ) By Manual Means Grading- Iii ( Using Screening Type-B ( 11.2Mm Agg. ) ) 7 Prime Coat ( Providing And Applying Primer Coat With Bitumen Emulsion On Prepared Surface Of Granular Base Including Clearing Of Road Surface And Spraying Primer At The Rate Of 0.85 Kg / Sqm Using Mechanical Means. ) 8 Providing And Applying Tack Coat With Bitumen Emulsion Using Emulsion Pressure Distributor At The Rate Of 0.275 Kg Per Sqm On The Prepared Bituminous / Granular Surface Cleaned With Mechanical Broom 9 Open - Graded Premix Surfacing ( Providing, Laying And Rolling Of Open - Graded Premix Surfacing Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Either Using Penetration Grade Bitumen Or Cut-Back Or Emulsion To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant, Laying And Rolling With A Smooth Wheeled Roller 8-10 Tonne Capacity, Finished To Required Level And Grades. ) Case - I: Mechanical Method Using Penetration Grade Bitumen And Hmp Of Appropriate Capacity Not Less Than 75 Tonnes / Hour . 10 Add Exrtra For Adding Shreaded Plastic Waste As Per Guidelines Envisaged In Irc Sp:98-2013 Over Item Of Open Graded Premix Carpet @8% Of The Quantity Of Bitumen By Weight Including Mixing Of Aggregate And Plastic Waste In Hot Mix Plant ( The Bitumen Content Will Be As Per Respective Clause Of Morth Specifications. 11 Seal Coat ( Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type A And B Seal Coats ) Case - Ii : Type B 12 S&F In Positioncut Stone Neatly Dressed Including Earth Work, C.C. 1:4:8 Painting With Enamel Paint Engraving Letters And Numerals As Per Irc Standard Design Complete. 5Th Km. Stone 13 Ordinary Km. Stone For Nh 14 200 M. Stone. 15 Providing And Erecting Typical Citizens Information Board As Per Approved Drawingand Specifications Of Mord, Made Of Two M.S. Sheet Of 1.6Mm Thick Each Of Size 900 Mm X 750Mm Stiffened By Angel Iron 25Mm X 25Mm X 3Mm All Around The Plate And Plates Fixed On Frame Of 75Mm Dia Pipe Of 12 Swg Sheet ( Vertical Post 3050 Mm With Angle Holdfasts And Horizontal Member 900Mm ) To Be Joined By 5Mm Thick Ms Plate At 12 Places ( 65Mm X 50 Mm ) Duly Embedded Inc.C. M-15 Gr. Of Block Of 600Mm X 600Mm X 750Mm Size Below Ground Level As Per Enclosed Drawings & As Directed By Engineering - In - Charge.All Ms Will Be Stove Enamelled On Both Side, Lettering, Figuringand Border Will Be With Ready Mixed Synthetic Enamel Paint Of Superior Quality In Requiredshade And Colour Etc.Complete In All Respect . All Sections Of Framed Post Andsteel Tube Will Be Painted With Primer And Two Coat Of Epoxy Paint As Per Drawing And As Per Mord Specification. 16 P&Fmukhyamantrisadakyojanalogoforroads Funded By State Road Fund Having M.S. Definition Plate Of 1.6Mm Thickness Frame To Steel Hollow Dsection Of 75Mm X 75Mm, 2.5M Long Stove Enamelled Paint With Hold Fast Including Paint Logo As Per Approved Design And Colours. The Logo Shall Be Made Out Of1.6Mm Thick Circular Plate Fix On 1200Mm X 150Mm Rectangular Steel Base Plate 1.6Mm Thick, The Base Of Circular Shall Be Plain At The Junction Ofbase Plate. The Size Of Definition Plate Shall Be 1500X600mm And Embeddingthepostsbym-15 Mixc.C.Block 300X300x600mmincludinglettering / Writingand Painting Etc. Complete In All Respect 17 Retro- Reflectorised Traffic Signs ( Providing And Fixing Of Retro- Reflectorised Cautionary, Mandatory And Informatory Sign As Per Irc :67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 801.3, Fixed Over Aluminium Sheeting, 1.5 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm, 60 Cm Below Ground Level As Per Approved Drawing ) 90 Cm Equilateral Triangle 18 Direction And Place Identification Signs Upto 0.9 Sqm Size Board. ( Providing And Erecting Direction And Place Identification Retro-Reflectorised Sign Asper Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 801.3, Fixed Over Aluminium Sheeting, 2 Mm Thick Witharea Not Exceeding 0.9 Sqm Supported On A Mild Steel Single Angle Iron Post 75 X 75 X 6 Mm Firmly Fixed To The Ground Bymeans Of Properly Designed Foundation With M15 Grade Cement Concrete 45 X 45 X 60 Cm, 60 Cm Below Ground Level As Per Approved Drawing ) 19 Road Marking With Hot Applied Thermoplastic Compound With Reflectorising Glass Beads On Bituminous Surface ( Providing And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm Thick Including Reflectorising Glass Beads @ 250 Gms Per Sqm Area, Thickness Of 2.5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35 .The Finished Surface To Be Level, Uniform And Free From Streaks And Holes. ) 20 Excavation For Structures ( Earth Work In Excavation Of Foundation Of Structures As Per Drawing And Technical Specification, Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Matter, Dressing Of Sides And Bottom, Backfilling The Excavation Earth To The Extent Required And Utilising The Remaining Earth Locally For Road Work. ) Ordinary Soil Manual Means ( Depth Upto 3 M ) 21 Pcc 1:3:6 In Foundation ( Plain Cement Concrete 1:3:6 Mix With Crushed Stone Aggregate 40 Mm Nominal Size Mechanically Mixed, Placed In Foundation And Compacted By Vibration Including Curing For 14 Days. ) 22 Providing And Laying Random Rubble Masonry In Foundation Upto A Depth Of 1.50 Metres And 1.50 Metres Above Ground / Bed Level. [ Morth Specfication: Clause 1000 / 1400 ] Cement Sand Mortar 1:6 23 Pointing With Cement Mortar ( 1:3 ) On Stone Work In Substructure As Per Technical Specifications. 24 Providing And Laying Plain Cement Concrete M15 Mix With Stone Aggregate 20Mm Nominal Size Mechnically Mixed And Vibrated, In Foundation Upto A Depth Of 1.50 Below Ground Level And Or 1.50 Meters Above Ground / Bed Level. 25 Cement Concrete Pavement ( Construction Of Un-Reinforced, Dowel Jointed, Plain Cement Concrete Pavement Over A Prepared Sub Base With 43 Grade Cement @ 400 Kg Per Cum, Coarse And Fine Aggregate Conforming To Is 383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Batching And Mixing Plant As Per Approved Mix Design, Transported To Site, Laid With A Fixed Form Or Slip Form Paver, Spread, Compacted And Finished In A Continuous Operation Including Provision Of Contraction, Expansion, Construction And Longitudinal Joints, Joint Filler, Separation Membrane, Sealant Primer, Joint Sealant, Debonding Strip, Dowel Bar, Tie Rod, Admixtures As Approved, Curing Compound, Finishing To Lines And Grades As Per Drawing ) 26 Renewal Of Bt Road Doongeron Ka Tala Station Khudala Road To Ar Doongeron Ka Tala 27 Clearing And Grubbing Road Land . ( Clearing And Grubbing Road Land Including Uprooting Rank Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Girth Up To 300 Mm, Removal Of Stumps Of Trees Cut Earlier And Disposal Of Unserviceable Materials And Stacking Of Serviceable Material To Be Used Or Auctioned Up To A Lead Of 1000 Metres Including Removal And Disposal Of Top Organic Soil Not Exceeding 150 Mm In Thickness. ) By Mechanical Meansin Area Of Light Jungle 28 Embankment Construction With Material Obtained From Borrow Pits ( Construction Of Embankment With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Table 300-2 ) 29 Granular Sub-Base With Coarse Graded Material ( Table:- 400- 2 ) ( Construction Of Granular Sub-Base By Providing Coarse Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Vibratory Roller To Achieve The Desired Density, Complete As Per Clause 401 ) ( Incl. Lead Upto 42 Km & All Lifts ) For Grading- Iiimaterial 30 Carriage Of Sand, Bajri, Ballast, Stone, Boulders, Kankar & Gravelly Material Includind Loading & Unloading ( Morth Specification : 514.5 Table 500.28 ) Add For Each Subsequnt Km. Leadupto 10 Km. 31 Water Bound Macadam ( Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Vibratoryroller 8-10 Tonnes In Stages 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 To The Required Density. ) By Manual Means Grading- Iii ( Using Screening Type-B ( 11.2Mm Agg. ) ) 32 Prime Coat ( Providing And Applying Primer Coat With Bitumen Emulsion On Prepared Surface Of Granular Base Including Clearing Of Road Surface And Spraying Primer At The Rate Of 0.85 Kg / Sqm Using Mechanical Means. ) 33 Providing And Applying Tack Coat With Bitumen Emulsion Using Emulsion Pressure Distributor At The Rate Of 0.275 Kg Per Sqm On The Prepared Bituminous / Granular Surface Cleaned With Mechanical Broom 34 Open - Graded Premix Surfacing ( Providing, Laying And Rolling Of Open - Graded Premix Surfacing Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Either Using Penetration Grade Bitumen Or Cut-Back Or Emulsion To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant, Laying And Rolling With A Smooth Wheeled Roller 8-10 Tonne Capacity, Finished To Required Level And Grades. ) Case - I: Mechanical Method Using Penetration Grade Bitumen And Hmp Of Appropriate Capacity Not Less Than 75 Tonnes / Hour . 35 Add Exrtra For Adding Shreaded Plastic Waste As Per Guidelines Envisaged In Irc Sp:98-2013 Over Item Of Open Graded Premix Carpet @8% Of The Quantity Of Bitumen By Weight Including Mixing Of Aggregate And Plastic Waste In Hot Mix Plant ( The Bitumen Content Will Be As Per Respective Clause Of Morth Specifications. 36 Seal Coat ( Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type A And B Seal Coats ) Case - Ii : Type B 37 S&F In Positioncut Stone Neatly Dressed Including Earth Work, C.C. 1:4:8 Painting With Enamel Paint Engraving Letters And Numerals As Per Irc Standard Design Complete. 38 5Th Km. Stone 39 Ordinary Km. Stone For Nh 40 200 M. Stone. 41 Providing And Erecting Typical Citizens Information Board As Per Approved Drawingand Specifications Of Mord, Made Of Two M.S. Sheet Of 1.6Mm Thick Each Of Size 900 Mm X 750Mm Stiffened By Angel Iron 25Mm X 25Mm X 3Mm All Around The Plate And Plates Fixed On Frame Of 75Mm Dia Pipe Of 12 Swg Sheet ( Vertical Post 3050 Mm With Angle Holdfasts And Horizontal Member 900Mm ) To Be Joined By 5Mm Thick Ms Plate At 12 Places ( 65Mm X 50 Mm ) Duly Embedded Inc.C. M-15 Gr. Of Block Of 600Mm X 600Mm X 750Mm Size Below Ground Level As Per Enclosed Drawings & As Directed By Engineering - In - Charge.All Ms Will Be Stove Enamelled On Both Side, Lettering, Figuringand Border Will Be With Ready Mixed Synthetic Enamel Paint Of Superior Quality In Requiredshade And Colour Etc.Complete In All Respect . All Sections Of Framed Post Andsteel Tube Will Be Painted With Primer And Two Coat Of Epoxy Paint As Per Drawing And As Per Mord Specification. 42 P&Fmukhyamantrisadakyojanalogoforroads Funded By State Road Fund Having M.S. Definition Plate Of 1.6Mm Thickness Frame To Steel Hollow Dsection Of 75Mm X 75Mm, 2.5M Long Stove Enamelled Paint With Hold Fast Including Paint Logo As Per Approved Design And Colours. The Logo Shall Be Made Out Of1.6Mm Thick Circular Plate Fix On 1200Mm X 150Mm Rectangular Steel Base Plate 1.6Mm Thick, The Base Of Circular Shall Be Plain At The Junction Ofbase Plate. The Size Of Definition Plate Shall Be 1500X600mm And Embeddingthepostsbym-15 Mixc.C.Block 300X300x600mmincludinglettering / Writingand Painting Etc. Complete In All Respect 43 Retro- Reflectorised Traffic Signs ( Providing And Fixing Of Retro- Reflectorised Cautionary, Mandatory And Informatory Sign As Per Irc :67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 801.3, Fixed Over Aluminium Sheeting, 1.5 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm, 60 Cm Below Ground Level As Per Approved Drawing ) 90 Cm Equilateral Triangle 44 Direction And Place Identification Signs Upto 0.9 Sqm Size Board. ( Providing And Erecting Direction And Place Identification Retro-Reflectorised Sign Asper Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 801.3, Fixed Over Aluminium Sheeting, 2 Mm Thick Witharea Not Exceeding 0.9 Sqm Supported On A Mild Steel Single Angle Iron Post 75 X 75 X 6 Mm Firmly Fixed To The Ground Bymeans Of Properly Designed Foundation With M15 Grade Cement Concrete 45 X 45 X 60 Cm, 60 Cm Below Ground Level As Per Approved Drawing ) 45 Road Marking With Hot Applied Thermoplastic Compound With Reflectorising Glass Beads On Bituminous Surface ( Providing And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm Thick Including Reflectorising Glass Beads @ 250 Gms Per Sqm Area, Thickness Of 2.5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35 .The Finished Surface To Be Level, Uniform And Free From Streaks And Holes. ) 46 Excavation For Structures ( Earth Work In Excavation Of Foundation Of Structures As Per Drawing And Technical Specification, Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Matter, Dressing Of Sides And Bottom, Backfilling The Excavation Earth To The Extent Required And Utilising The Remaining Earth Locally For Road Work. ) Ordinary Soil Manual Means ( Depth Upto 3 M ) 47 Pcc 1:3:6 In Foundation ( Plain Cement Concrete 1:3:6 Mix With Crushed Stone Aggregate 40 Mm Nominal Size Mechanically Mixed, Placed In Foundation And Compacted By Vibration Including Curing For 14 Days. ) 48 Providing And Laying Random Rubble Masonry In Foundation Upto A Depth Of 1.50 Metres And 1.50 Metres Above Ground / Bed Level. [ Morth Specfication: Clause 1000 / 1400 ] Cement Sand Mortar 1:6 49 Pointing With Cement Mortar ( 1:3 ) On Stone Work In Substructure As Per Technical Specifications. 50 Providing And Laying Plain Cement Concrete M15 Mix With Stone Aggregate 20Mm Nominal Size Mechnically Mixed And Vibrated, In Foundation Upto A Depth Of 1.50 Below Ground Level And Or 1.50 Meters Above Ground / Bed Level. 51 Renewal Of Bt Road Vishala To Kerawa Via Kanoda Km 8 / 0 To 13 / 740 52 Clearing And Grubbing Road Land . ( Clearing And Grubbing Road Land Including Uprooting Rank Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Girth Up To 300 Mm, Removal Of Stumps Of Trees Cut Earlier And Disposal Of Unserviceable Materials And Stacking Of Serviceable Material To Be Used Or Auctioned Up To A Lead Of 1000 Metres Including Removal And Disposal Of Top Organic Soil Not Exceeding 150 Mm In Thickness. ) By Mechanical Meansin Area Of Light Jungle 53 Embankment Construction With Material Obtained From Borrow Pits ( Construction Of Embankment With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Table 300-2 ) 54 Granular Sub-Base With Coarse Graded Material ( Table:- 400- 2 ) ( Construction Of Granular Sub-Base By Providing Coarse Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Vibratory Roller To Achieve The Desired Density, Complete As Per Clause 401 ) ( Incl. Lead Upto 42 Km & All Lifts ) For Grading- Iiimaterial 55 Carriage Of Sand, Bajri, Ballast, Stone, Boulders, Kankar & Gravelly Material Includind Loading & Unloading ( Morth Specification : 514.5 Table 500.28 ) Add For Each Subsequnt Km. Leadupto 6 Km. 56 Water Bound Macadam ( Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Vibratoryroller 8-10 Tonnes In Stages 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 To The Required Density. ) By Manual Means Grading- Iii ( Using Screening Type-B ( 11.2Mm Agg. ) ) 57 Prime Coat ( Providing And Applying Primer Coat With Bitumen Emulsion On Prepared Surface Of Granular Base Including Clearing Of Road Surface And Spraying Primer At The Rate Of 0.85 Kg / Sqm Using Mechanical Means. ) 58 Providing And Applying Tack Coat With Bitumen Emulsion Using Emulsion Pressure Distributor At The Rate Of 0.275 Kg Per Sqm On The Prepared Bituminous / Granular Surface Cleaned With Mechanical Broom 59 Open - Graded Premix Surfacing ( Providing, Laying And Rolling Of Open - Graded Premix Surfacing Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Either Using Penetration Grade Bitumen Or Cut-Back Or Emulsion To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant, Laying And Rolling With A Smooth Wheeled Roller 8-10 Tonne Capacity, Finished To Required Level And Grades. ) Case - I: Mechanical Method Using Penetration Grade Bitumen And Hmp Of Appropriate Capacity Not Less Than 75 Tonnes / Hour . 60 Add Exrtra For Adding Shreaded Plastic Waste As Per Guidelines Envisaged In Irc Sp:98-2013 Over Item Of Open Graded Premix Carpet @8% Of The Quantity Of Bitumen By Weight Including Mixing Of Aggregate And Plastic Waste In Hot Mix Plant ( The Bitumen Content Will Be As Per Respective Clause Of Morth Specifications. 61 Seal Coat ( Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type A And B Seal Coats ) Case - Ii : Type B 62 S&F In Positioncut Stone Neatly Dressed Including Earth Work, C.C. 1:4:8 Painting With Enamel Paint Engraving Letters And Numerals As Per Irc Standard Design Complete.5Th Km. Stone 63 Ordinary Km. Stone For Nh 64 200 M. Stone. 65 Providing And Erecting Typical Citizens Information Board As Per Approved Drawingand Specifications Of Mord, Made Of Two M.S. Sheet Of 1.6Mm Thick Each Of Size 900 Mm X 750Mm Stiffened By Angel Iron 25Mm X 25Mm X 3Mm All Around The Plate And Plates Fixed On Frame Of 75Mm Dia Pipe Of 12 Swg Sheet ( Vertical Post 3050 Mm With Angle Holdfasts And Horizontal Member 900Mm ) To Be Joined By 5Mm Thick Ms Plate At 12 Places ( 65Mm X 50 Mm ) Duly Embedded Inc.C. M-15 Gr. Of Block Of 600Mm X 600Mm X 750Mm Size Below Ground Level As Per Enclosed Drawings & As Directed By Engineering - In - Charge.All Ms Will Be Stove Enamelled On Both Side, Lettering, Figuringand Border Will Be With Ready Mixed Synthetic Enamel Paint Of Superior Quality In Requiredshade And Colour Etc.Complete In All Respect . All Sections Of Framed Post Andsteel Tube Will Be Painted With Primer And Two Coat Of Epoxy Paint As Per Drawing And As Per Mord Specification. 66 P&Fmukhyamantrisadakyojanalogoforroads Funded By State Road Fund Having M.S. Definition Plate Of 1.6Mm Thickness Frame To Steel Hollow Dsection Of 75Mm X 75Mm, 2.5M Long Stove Enamelled Paint With Hold Fast Including Paint Logo As Per Approved Design And Colours. The Logo Shall Be Made Out Of1.6Mm Thick Circular Plate Fix On 1200Mm X 150Mm Rectangular Steel Base Plate 1.6Mm Thick, The Base Of Circular Shall Be Plain At The Junction Ofbase Plate. The Size Of Definition Plate Shall Be 1500X600mm And Embeddingthepostsbym-15 Mixc.C.Block 300X300x600mmincludinglettering / Writingand Painting Etc. Complete In All Respect 67 Retro- Reflectorised Traffic Signs ( Providing And Fixing Of Retro- Reflectorised Cautionary, Mandatory And Informatory Sign As Per Irc :67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 801.3, Fixed Over Aluminium Sheeting, 1.5 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm, 60 Cm Below Ground Level As Per Approved Drawing ) 90 Cm Equilateral Triangle 68 Direction And Place Identification Signs Upto 0.9 Sqm Size Board. ( Providing And Erecting Direction And Place Identification Retro-Reflectorised Sign Asper Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 801.3, Fixed Over Aluminium Sheeting, 2 Mm Thick Witharea Not Exceeding 0.9 Sqm Supported On A Mild Steel Single Angle Iron Post 75 X 75 X 6 Mm Firmly Fixed To The Ground Bymeans Of Properly Designed Foundation With M15 Grade Cement Concrete 45 X 45 X 60 Cm, 60 Cm Below Ground Level As Per Approved Drawing ) 69 Road Marking With Hot Applied Thermoplastic Compound With Reflectorising Glass Beads On Bituminous Surface ( Providing And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm Thick Including Reflectorising Glass Beads @ 250 Gms Per Sqm Area, Thickness Of 2.5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35 .The Finished Surface To Be Level, Uniform And Free From Streaks And Holes. ) 70 Excavation For Structures ( Earth Work In Excavation Of Foundation Of Structures As Per Drawing And Technical Specification, Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Matter, Dressing Of Sides And Bottom, Backfilling The Excavation Earth To The Extent Required And Utilising The Remaining Earth Locally For Road Work. ) Ordinary Soil Manual Means ( Depth Upto 3 M ) 71 Pcc 1:3:6 In Foundation ( Plain Cement Concrete 1:3:6 Mix With Crushed Stone Aggregate 40 Mm Nominal Size Mechanically Mixed, Placed In Foundation And Compacted By Vibration Including Curing For 14 Days. ) 72 Providing And Laying Random Rubble Masonry In Foundation Upto A Depth Of 1.50 Metres And 1.50 Metres Above Ground / Bed Level. [ Morth Specfication: Clause 1000 / 1400 ] Cement Sand Mortar 1:6 73 Pointing With Cement Mortar ( 1:3 ) On Stone Work In Substructure As Per Technical Specifications. 74 Providing And Laying Plain Cement Concrete M15 Mix With Stone Aggregate 20Mm Nominal Size Mechnically Mixed And Vibrated, In Foundation Upto A Depth Of 1.50 Below Ground Level And Or 1.50 Meters Above Ground / Bed Level. 75 Cement Concrete Pavement ( Construction Of Un-Reinforced, Dowel Jointed, Plain Cement Concrete Pavement Over A Prepared Sub Base With 43 Grade Cement @ 400 Kg Per Cum, Coarse And Fine Aggregate Conforming To Is 383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Batching And Mixing Plant As Per Approved Mix Design, Transported To Site, Laid With A Fixed Form Or Slip Form Paver, Spread, Compacted And Finished In A Continuous Operation Including Provision Of Contraction, Expansion, Construction And Longitudinal Joints, Joint Filler, Separation Membrane, Sealant Primer, Joint Sealant, Debonding Strip, Dowel Bar, Tie Rod, Admixtures As Approved, Curing Compound, Finishing To Lines And Grades As Per Drawing ) 76 Renewal Of Bt Road Nh-15 To Phoosaniyon Ka Tala Via Jakhdon Ki Dhani 77 Clearing And Grubbing Road Land . ( Clearing And Grubbing Road Land Including Uprooting Rank Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Girth Up To 300 Mm, Removal Of Stumps Of Trees Cut Earlier And Disposal Of Unserviceable Materials And Stacking Of Serviceable Material To Be Used Or Auctioned Up To A Lead Of 1000 Metres Including Removal And Disposal Of Top Organic Soil Not Exceeding 150 Mm In Thickness. ) By Mechanical Meansin Area Of Light Jungle 78 Embankment Construction With Material Obtained From Borrow Pits ( Construction Of Embankment With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Table 300-2 ) 79 Granular Sub-Base With Coarse Graded Material ( Table:- 400- 2 ) ( Construction Of Granular Sub-Base By Providing Coarse Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Vibratory Roller To Achieve The Desired Density, Complete As Per Clause 401 ) ( Incl. Lead Upto 42 Km & All Lifts ) For Grading- Iiimaterial 80 Carriage Of Sand, Bajri, Ballast, Stone, Boulders, Kankar & Gravelly Material Includind Loading & Unloading ( Morth Specification : 514.5 Table 500.28 ) Add For Each Subsequnt Km. Leadupto 6 Km. 81 Water Bound Macadam ( Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Vibratoryroller 8-10 Tonnes In Stages 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 To The Required Density. ) By Manual Means Grading- Iii ( Using Screening Type-B ( 11.2Mm Agg. ) ) 82 Prime Coat ( Providing And Applying Primer Coat With Bitumen Emulsion On Prepared Surface Of Granular Base Including Clearing Of Road Surface And Spraying Primer At The Rate Of 0.85 Kg / Sqm Using Mechanical Means. ) 83 Providing And Applying Tack Coat With Bitumen Emulsion Using Emulsion Pressure Distributor At The Rate Of 0.275 Kg Per Sqm On The Prepared Bituminous / Granular Surface Cleaned With Mechanical Broom 84 Open - Graded Premix Surfacing ( Providing, Laying And Rolling Of Open - Graded Premix Surfacing Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Either Using Penetration Grade Bitumen Or Cut-Back Or Emulsion To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant, Laying And Rolling With A Smooth Wheeled Roller 8-10 Tonne Capacity, Finished To Required Level And Grades. ) Case - I: Mechanical Method Using Penetration Grade Bitumen And Hmp Of Appropriate Capacity Not Less Than 75 Tonnes / Hour . 85 Add Exrtra For Adding Shreaded Plastic Waste As Per Guidelines Envisaged In Irc Sp:98-2013 Over Item Of Open Graded Premix Carpet @8% Of The Quantity Of Bitumen By Weight Including Mixing Of Aggregate And Plastic Waste In Hot Mix Plant ( The Bitumen Content Will Be As Per Respective Clause Of Morth Specifications. 86 Seal Coat ( Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type A And B Seal Coats ) Case - Ii : Type B 87 S&F In Positioncut Stone Neatly Dressed Including Earth Work, C.C. 1:4:8 Painting With Enamel Paint Engraving Letters And Numerals As Per Irc Standard Design Complete.5Th Km. Stone 88 Ordinary Km. Stone For Nh 89 200 M. Stone. 90 Providing And Erecting Typical Citizens Information Board As Per Approved Drawingand Specifications Of Mord, Made Of Two M.S. Sheet Of 1.6Mm Thick Each Of Size 900 Mm X 750Mm Stiffened By Angel Iron 25Mm X 25Mm X 3Mm All Around The Plate And Plates Fixed On Frame Of 75Mm Dia Pipe Of 12 Swg Sheet ( Vertical Post 3050 Mm With Angle Holdfasts And Horizontal Member 900Mm ) To Be Joined By 5Mm Thick Ms Plate At 12 Places ( 65Mm X 50 Mm ) Duly Embedded Inc.C. M-15 Gr. Of Block Of 600Mm X 600Mm X 750Mm Size Below Ground Level As Per Enclosed Drawings & As Directed By Engineering - In - Charge.All Ms Will Be Stove Enamelled On Both Side, Lettering, Figuringand Border Will Be With Ready Mixed Synthetic Enamel Paint Of Superior Quality In Requiredshade And Colour Etc.Complete In All Respect . All Sections Of Framed Post Andsteel Tube Will Be Painted With Primer And Two Coat Of Epoxy Paint As Per Drawing And As Per Mord Specification. 91 P&Fmukhyamantrisadakyojanalogoforroads Funded By State Road Fund Having M.S. Definition Plate Of 1.6Mm Thickness Frame To Steel Hollow Dsection Of 75Mm X 75Mm, 2.5M Long Stove Enamelled Paint With Hold Fast Including Paint Logo As Per Approved Design And Colours. The Logo Shall Be Made Out Of1.6Mm Thick Circular Plate Fix On 1200Mm X 150Mm Rectangular Steel Base Plate 1.6Mm Thick, The Base Of Circular Shall Be Plain At The Junction Ofbase Plate. The Size Of Definition Plate Shall Be 1500X600mm And Embeddingthepostsbym-15 Mixc.C.Block 300X300x600mmincludinglettering / Writingand Painting Etc. Complete In All Respect 92 Retro- Reflectorised Traffic Signs ( Providing And Fixing Of Retro- Reflectorised Cautionary, Mandatory And Informatory Sign As Per Irc :67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 801.3, Fixed Over Aluminium Sheeting, 1.5 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm, 60 Cm Below Ground Level As Per Approved Drawing ) 90 Cm Equilateral Triangle 93 Direction And Place Identification Signs Upto 0.9 Sqm Size Board. ( Providing And Erecting Direction And Place Identification Retro-Reflectorised Sign Asper Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 801.3, Fixed Over Aluminium Sheeting, 2 Mm Thick Witharea Not Exceeding 0.9 Sqm Supported On A Mild Steel Single Angle Iron Post 75 X 75 X 6 Mm Firmly Fixed To The Ground Bymeans Of Properly Designed Foundation With M15 Grade Cement Concrete 45 X 45 X 60 Cm, 60 Cm Below Ground Level As Per Approved Drawing ) 94 Road Marking With Hot Applied Thermoplastic Compound With Reflectorising Glass Beads On Bituminous Surface ( Providing And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm Thick Including Reflectorising Glass Beads @ 250 Gms Per Sqm Area, Thickness Of 2.5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35 .The Finished Surface To Be Level, Uniform And Free From Streaks And Holes. ) 95 Excavation For Structures ( Earth Work In Excavation Of Foundation Of Structures As Per Drawing And Technical Specification, Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Matter, Dressing Of Sides And Bottom, Backfilling The Excavation Earth To The Extent Required And Utilising The Remaining Earth Locally For Road Work. ) Ordinary Soil Manual Means ( Depth Upto 3 M ) 96 Pcc 1:3:6 In Foundation ( Plain Cement Concrete 1:3:6 Mix With Crushed Stone Aggregate 40 Mm Nominal Size Mechanically Mixed, Placed In Foundation And Compacted By Vibration Including Curing For 14 Days. ) 97 Providing And Laying Random Rubble Masonry In Foundation Upto A Depth Of 1.50 Metres And 1.50 Metres Above Ground / Bed Level. [ Morth Specfication: Clause 1000 / 1400 ] Cement Sand Mortar 1:6 98 Pointing With Cement Mortar ( 1:3 ) On Stone Work In Substructure As Per Technical Specifications. 99 Providing And Laying Plain Cement Concrete M15 Mix With Stone Aggregate 20Mm Nominal Size Mechnically Mixed And Vibrated, In Foundation Upto A Depth Of 1.50 Below Ground Level And Or 1.50 Meters Above Ground / Bed Level. 100 Renewal Of Bt Road Sanawara Ramderiya Road Km 7 To Phoosaniyon Ka Tala Via Khartasar Nadi 101 Clearing And Grubbing Road Land . ( Clearing And Grubbing Road Land Including Uprooting Rank Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Girth Up To 300 Mm, Removal Of Stumps Of Trees Cut Earlier And Disposal Of Unserviceable Materials And Stacking Of Serviceable Material To Be Used Or Auctioned Up To A Lead Of 1000 Metres Including Removal And Disposal Of Top Organic Soil Not Exceeding 150 Mm In Thickness. ) By Mechanical Meansin Area Of Light Jungle 102 Embankment Construction With Material Obtained From Borrow Pits ( Construction Of Embankment With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Table 300-2 ) 103 Granular Sub-Base With Coarse Graded Material ( Table:- 400- 2 ) ( Construction Of Granular Sub-Base By Providing Coarse Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Vibratory Roller To Achieve The Desired Density, Complete As Per Clause 401 ) ( Incl. Lead Upto 42 Km & All Lifts ) For Grading- Iiimaterial 104 Carriage Of Sand, Bajri, Ballast, Stone, Boulders, Kankar & Gravelly Material Includind Loading & Unloading ( Morth Specification : 514.5 Table 500.28 ) Add For Each Subsequnt Km. Leadupto 6 Km. 105 Water Bound Macadam ( Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Vibratoryroller 8-10 Tonnes In Stages 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 To The Required Density. ) By Manual Means Grading- Iii ( Using Screening Type-B ( 11.2Mm Agg. ) ) 106 Prime Coat ( Providing And Applying Primer Coat With Bitumen Emulsion On Prepared Surface Of Granular Base Including Clearing Of Road Surface And Spraying Primer At The Rate Of 0.85 Kg / Sqm Using Mechanical Means. ) 107 Providing And Applying Tack Coat With Bitumen Emulsion Using Emulsion Pressure Distributor At The Rate Of 0.275 Kg Per Sqm On The Prepared Bituminous / Granular Surface Cleaned With Mechanical Broom 108 Open - Graded Premix Surfacing ( Providing, Laying And Rolling Of Open - Graded Premix Surfacing Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Either Using Penetration Grade Bitumen Or Cut-Back Or Emulsion To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant, Laying And Rolling With A Smooth Wheeled Roller 8-10 Tonne Capacity, Finished To Required Level And Grades. ) Case - I: Mechanical Method Using Penetration Grade Bitumen And Hmp Of Appropriate Capacity Not Less Than 75 Tonnes / Hour . 109 Add Exrtra For Adding Shreaded Plastic Waste As Per Guidelines Envisaged In Irc Sp:98-2013 Over Item Of Open Graded Premix Carpet @8% Of The Quantity Of Bitumen By Weight Including Mixing Of Aggregate And Plastic Waste In Hot Mix Plant ( The Bitumen Content Will Be As Per Respective Clause Of Morth Specifications. 110 Seal Coat ( Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type A And B Seal Coats ) Case - Ii : Type B 111 S&F In Positioncut Stone Neatly Dressed Including Earth Work, C.C. 1:4:8 Painting With Enamel Paint Engraving Letters And Numerals As Per Irc Standard Design Complete.5Th Km. Stone 112 Ordinary Km. Stone For Nh 113 200 M. Stone. 114 Providing And Erecting Typical Citizens Information Board As Per Approved Drawingand Specifications Of Mord, Made Of Two M.S. Sheet Of 1.6Mm Thick Each Of Size 900 Mm X 750Mm Stiffened By Angel Iron 25Mm X 25Mm X 3Mm All Around The Plate And Plates Fixed On Frame Of 75Mm Dia Pipe Of 12 Swg Sheet ( Vertical Post 3050 Mm With Angle Holdfasts And Horizontal Member 900Mm ) To Be Joined By 5Mm Thick Ms Plate At 12 Places ( 65Mm X 50 Mm ) Duly Embedded Inc.C. M-15 Gr. Of Block Of 600Mm X 600Mm X 750Mm Size Below Ground Level As Per Enclosed Drawings & As Directed By Engineering - In - Charge.All Ms Will Be Stove Enamelled On Both Side, Lettering, Figuringand Border Will Be With Ready Mixed Synthetic Enamel Paint Of Superior Quality In Requiredshade And Colour Etc.Complete In All Respect . All Sections Of Framed Post Andsteel Tube Will Be Painted With Primer And Two Coat Of Epoxy Paint As Per Drawing And As Per Mord Specification. 115 P&Fmukhyamantrisadakyojanalogoforroads Funded By State Road Fund Having M.S. Definition Plate Of 1.6Mm Thickness Frame To Steel Hollow Dsection Of 75Mm X 75Mm, 2.5M Long Stove Enamelled Paint With Hold Fast Including Paint Logo As Per Approved Design And Colours. The Logo Shall Be Made Out Of1.6Mm Thick Circular Plate Fix On 1200Mm X 150Mm Rectangular Steel Base Plate 1.6Mm Thick, The Base Of Circular Shall Be Plain At The Junction Ofbase Plate. The Size Of Definition Plate Shall Be 1500X600mm And Embeddingthepostsbym-15 Mixc.C.Block 300X300x600mmincludinglettering / Writingand Painting Etc. Complete In All Respect 116 Retro- Reflectorised Traffic Signs ( Providing And Fixing Of Retro- Reflectorised Cautionary, Mandatory And Informatory Sign As Per Irc :67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 801.3, Fixed Over Aluminium Sheeting, 1.5 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm, 60 Cm Below Ground Level As Per Approved Drawing ) 90 Cm Equilateral Triangle 117 Direction And Place Identification Signs Upto 0.9 Sqm Size Board. ( Providing And Erecting Direction And Place Identification Retro-Reflectorised Sign Asper Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 801.3, Fixed Over Aluminium Sheeting, 2 Mm Thick Witharea Not Exceeding 0.9 Sqm Supported On A Mild Steel Single Angle Iron Post 75 X 75 X 6 Mm Firmly Fixed To The Ground Bymeans Of Properly Designed Foundation With M15 Grade Cement Concrete 45 X 45 X 60 Cm, 60 Cm Below Ground Level As Per Approved Drawing ) 118 Road Marking With Hot Applied Thermoplastic Compound With Reflectorising Glass Beads On Bituminous Surface ( Providing And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm Thick Including Reflectorising Glass Beads @ 250 Gms Per Sqm Area, Thickness Of 2.5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35 .The Finished Surface To Be Level, Uniform And Free From Streaks And Holes. ) 119 Excavation For Structures ( Earth Work In Excavation Of Foundation Of Structures As Per Drawing And Technical Specification, Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Matter, Dressing Of Sides And Bottom, Backfilling The Excavation Earth To The Extent Required And Utilising The Remaining Earth Locally For Road Work. ) Ordinary Soil Manual Means ( Depth Upto 3 M ) 120 Pcc 1:3:6 In Foundation ( Plain Cement Concrete 1:3:6 Mix With Crushed Stone Aggregate 40 Mm Nominal Size Mechanically Mixed, Placed In Foundation And Compacted By Vibration Including Curing For 14 Days. ) 121 Providing And Laying Random Rubble Masonry In Foundation Upto A Depth Of 1.50 Metres And 1.50 Metres Above Ground / Bed Level. [ Morth Specfication: Clause 1000 / 1400 ] Cement Sand Mortar 1:6 122 Pointing With Cement Mortar ( 1:3 ) On Stone Work In Substructure As Per Technical Specifications. 123 Providing And Laying Plain Cement Concrete M15 Mix With Stone Aggregate 20Mm Nominal Size Mechnically Mixed And Vibrated, In Foundation Upto A Depth Of 1.50 Below Ground Level And Or 1.50 Meters Above Ground / Bed Level.
