Notice Inviting Tender (NIT) by the State Government Of Bihar for Construction Of Road Bakhri Khagaria Mukhya Path Danraha Hari Singh To Danraha Hari Singh Reference Pillars Clearing And Grubbing Road Land By Manual Means Including Uprooting Wild Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Of Girth Upto 300Mm, Removals Of Stumps Of Such Trees Cut Earlier & Disposal Of Unserviceable Materials & Stacking Of Serviceable Materials To Be Used Or Auctioned Upto A Lead Of 1000 M Including Removal And Disposal Of Top Organic Soil Not Exeeding 150Mm In Thickness As Per Technical Specification-Clause 201.1 And Direction Of E/I Box Cutting-Excavation For Roadway In Soil Using Manual Means For Carrying Of Cut Earth To Embankment Site With A Lift Upto 1.5 M And Lead Upto 50 M As Per Technical Specification Clause 302.3 Construction Of Embankment With Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To The Site Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M & 100 M As Per Technical Specification Clause 301.5 . Including Royality & Labour Cess. For 1000 M Lead Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table 300.2 With Lead Upto 1000 M & 100 M As Per Technical Specification Clause 303.1. Granular Sub-Base With Coarse Graded Material -For Grading I Material -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 Smooth Wheel Roller To Achieve The Desired Density, Complete As Per Technical Specification Clause 401. Wbm Grading 3 By Mechanical Means -Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 As Per Technical Specification Clause 405. Cement Concrete Pavement -Construction Of Un-Reinforced, Plain 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, 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, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Levelling The Formwork As Per Drawing, Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Continuous Operation Including Provision Of Contraction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Sealant, Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14-Days, Using Curing Compound Where Specified And Water Finishing To Lines And Grade As Per Drawing And Technical Hard Shouldering -Laying Brick Soling Layer On Prepared Sub-Grade With Brick On End Edging According To Lines, Graded And Cross-Section Shown On The Drawing Filling Joints With Sand And Earth, Spreading 25 Mm Thick Layer Of Earth Over Brick Soling, Watering And Rolliing The Same With Three Wheel Road Roller 80-100 Kn As Per Technical Specification Clause 412 Ii Km Stone Boundary Pillar-Reinforced Cement Concrete M15 Grade Boundary Pillars/Local Stone Of Standard Design As Per Irc:25, Fixed In Position Including Finishing And Lettering But Excluding Painting As Per Drawing And Technical Specification Clause 1704 Culvert & Curve Traffic Sign-Providing And Fixing Of Retro Reflective Cautionary, Mandatory And Informatory Sign Board As Per Irc :67 Made Of 1.5 Mm Thick Ms Steel Duly Stove White Colour In Front And Gray Colour On Back With Red Reflective Border Of 65 Mm Width And Required Letters And Figures With Reflective Tape Engineering Grade As Per Clause 1701.3.9 Of Mord For Rural Road Of Required Shade And Colour Supported And Welded On 47Mmx47mmx12swg Sheet Tube Firmly Fixed To The Ground By Mean Of Properly Designed Foundation With M15 Grade Cement Concrete 450X450x600 Mm, 600Mm Below Ground Level As Per Approved Drawing Clause 1701.2.2. 600 Mm Equilateral & Triangle, Left/Right Curve 600 Mm Circular, Speed Limit 900 Mm Side Octagon, Or 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. Road Marking With Hot Applied Thermoplastic Compound With Reflectorising Glass Beads On Concrete 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.-Providing And Applying 2 Coats Of Water Based Cement Paint To Unplastered Concrete Surface After Cleaning The Surface Of Dirt, Dust, Oil, Grease, Efflorescence And Applying Paint @ Of 1 Litre For 2 Sqm. Cable Duct Across The Roadfor Irrigation Purpose-Providing And Laying Of A Reinforced Cement Concrete Pipe Duct, 300 Mm Dia, Across The Road New Construction, Extending From Drain To Drain In Cuts And Toe Of Slope To Toe Of Slope In Fills, Constructing Head Walls At Both Ends, Providing A Minimum Fill Of Granular Material Over Top And Sides Of Rcc Pipe As Per Irc:981997, Bedded On A 0.3 M Thick Layer Of Granular Material Free Of Rock Pieces, Outer To Outer Distance Of Pipe At Least Half Dia Of Pipe Subject To Minimum 450 Mm In Case Of Double And Triple Row Ducts, Joints To Be Made Leak Proof, Invert Level Of Duct To Be Above Higher Than Ground Level To Prevent Entry Of Water And Dirt, All As Per Irc: 98 - 1997 And Approved Drawings. Single Row Cable Duct @ 4 No. Per Km 3 No. Pipe 7.5 M In Length Direction And Place Indentification Signs Up To 0.9 Sqm Size Board-Providing And Erecting Direction And Place Identification Retro-Reflectorised Sign As Per Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 1701.2.3, Fixed Over Aluminium Sheeting, 2 Mm Thick With Area 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 By Means Of Properly Designed Foundation With M-15 Grade Cement Concrete 450 X 450 X 600 Mm, 600 Mm Below Ground Level As Per Approved Drawing And Technical Specification Clause 1701 Iproviding And Fixing Logo Of Project -Providing And Fixing Of Typical Mmgsy 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 Welded With Ms Angle Iron Frame Of 25Mm X 25Mm X 5Mm. The Angle Iron Frame Of The Lower Most Plate And Flat Iron Frame Of Middle Plate Will Be Welded To 2 Nos. 75Mm X 75 Mm Of 12 Swg Sheet Tubes Posts Duly Embedded In Cement Concrete M-15 Grade Blocks Of 450Mm X 450Mm X 600Mm, 600Mm Below Ground Level. The Top Most Diamond Plate Will Be Welded To Middle Plate By 47Mm X 47Mm Of 12 Swg Steel Plate Tube. All M.S. Will Be Stove Enameled On Both Sides. Lettering And Printing Arrows, Border Etc. Will Be Painted 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 And Annexure 1700.1 Providing M15 Pcc 1:2.5:5 As Levelling Course In Foundation :-- Providing Pcc M 15 1:2.5:5 Concrete For Plain Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 Five Year Maintenance Cost Seigniorage Fee 10% For Material Rate Including Royality Add Gst @ 12 % Add Labour Cess @ 1 % Durga Asthan To Dumari Durga Asthan Tola Reference Pillars Clearing And Grubbing Road Land By Manual Means Including Uprooting Wild Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Of Girth Upto 300Mm, Removals Of Stumps Of Such Trees Cut Earlier & Disposal Of Unserviceable Materials & Stacking Of Serviceable Materials To Be Used Or Auctioned Upto A Lead Of 1000 M Including Removal And Disposal Of Top Organic Soil Not Exeeding 150Mm In Thickness As Per Technical Specification-Clause 201.1 And Direction Of E/I Box Cutting-Excavation For Roadway In Soil Using Manual Means For Carrying Of Cut Earth To Embankment Site With A Lift Upto 1.5 M And Lead Upto 50 M As Per Technical Specification Clause 302.3 Construction Of Embankment With Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To The Site Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M & 100 M As Per Technical Specification Clause 301.5 . Including Royality & Labour Cess. For 1000 M Lead Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table 300.2 With Lead Upto 1000 M & 100 M As Per Technical Specification Clause 303.1. Granular Sub-Base With Coarse Graded Material -For Grading I Material -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 Smooth Wheel Roller To Achieve The Desired Density, Complete As Per Technical Specification Clause 401. Wbm Grading 3 By Mechanical Means -Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 As Per Technical Specification Clause 405. Cement Concrete Pavement -Construction Of Un-Reinforced, Plain 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, 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, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Levelling The Formwork As Per Drawing, Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Continuous Operation Including Provision Of Contraction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Sealant, Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14-Days, Using Curing Compound Where Specified And Water Finishing To Lines And Grade As Per Drawing And Technical Hard Shouldering -Laying Brick Soling Layer On Prepared Sub-Grade With Brick On End Edging According To Lines, Graded And Cross-Section Shown On The Drawing Filling Joints With Sand And Earth, Spreading 25 Mm Thick Layer Of Earth Over Brick Soling, Watering And Rolliing The Same With Three Wheel Road Roller 80-100 Kn As Per Technical Specification Clause 412 Ii Km Stone Iii 200 M Stone Boundary Pillar-Reinforced Cement Concrete M15 Grade Boundary Pillars/Local Stone Of Standard Design As Per Irc:25, Fixed In Position Including Finishing And Lettering But Excluding Painting As Per Drawing And Technical Specification Clause 1704 Culvert & Curve Traffic Sign-Providing And Fixing Of Retro Reflective Cautionary, Mandatory And Informatory Sign Board As Per Irc :67 Made Of 1.5 Mm Thick Ms Steel Duly Stove White Colour In Front And Gray Colour On Back With Red Reflective Border Of 65 Mm Width And Required Letters And Figures With Reflective Tape Engineering Grade As Per Clause 1701.3.9 Of Mord For Rural Road Of Required Shade And Colour Supported And Welded On 47Mmx47mmx12swg Sheet Tube Firmly Fixed To The Ground By Mean Of Properly Designed Foundation With M15 Grade Cement Concrete 450X450x600 Mm, 600Mm Below Ground Level As Per Approved Drawing Clause 1701.2.2. 600 Mm Equilateral & Triangle, Left/Right Curve 600 Mm Circular, Speed Limit 900 Mm Side Octagon, Or 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. Road Marking With Hot Applied Thermoplastic Compound With Reflectorising Glass Beads On Concrete 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.-Providing And Applying 2 Coats Of Water Based Cement Paint To Unplastered Concrete Surface After Cleaning The Surface Of Dirt, Dust, Oil, Grease, Efflorescence And Applying Paint @ Of 1 Litre For 2 Sqm. Cable Duct Across The Roadfor Irrigation Purpose-Providing And Laying Of A Reinforced Cement Concrete Pipe Duct, 300 Mm Dia, Across The Road New Construction, Extending From Drain To Drain In Cuts And Toe Of Slope To Toe Of Slope In Fills, Constructing Head Walls At Both Ends, Providing A Minimum Fill Of Granular Material Over Top And Sides Of Rcc Pipe As Per Irc:981997, Bedded On A 0.3 M Thick Layer Of Granular Material Free Of Rock Pieces, Outer To Outer Distance Of Pipe At Least Half Dia Of Pipe Subject To Minimum 450 Mm In Case Of Double And Triple Row Ducts, Joints To Be Made Leak Proof, Invert Level Of Duct To Be Above Higher Than Ground Level To Prevent Entry Of Water And Dirt, All As Per Irc: 98 - 1997 And Approved Drawings. Single Row Cable Duct @ 4 No. Per Km 3 No. Pipe 7.5 M In Length Direction And Place Indentification Signs Up To 0.9 Sqm Size Board-Providing And Erecting Direction And Place Identification Retro-Reflectorised Sign As Per Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 1701.2.3, Fixed Over Aluminium Sheeting, 2 Mm Thick With Area 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 By Means Of Properly Designed Foundation With M-15 Grade Cement Concrete 450 X 450 X 600 Mm, 600 Mm Below Ground Level As Per Approved Drawing And Technical Specification Clause 1701 Iproviding And Fixing Logo Of Project -Providing And Fixing Of Typical Mmgsy 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 Welded With Ms Angle Iron Frame Of 25Mm X 25Mm X 5Mm. The Angle Iron Frame Of The Lower Most Plate And Flat Iron Frame Of Middle Plate Will Be Welded To 2 Nos. 75Mm X 75 Mm Of 12 Swg Sheet Tubes Posts Duly Embedded In Cement Concrete M-15 Grade Blocks Of 450Mm X 450Mm X 600Mm, 600Mm Below Ground Level. The Top Most Diamond Plate Will Be Welded To Middle Plate By 47Mm X 47Mm Of 12 Swg Steel Plate Tube. All M.S. Will Be Stove Enameled On Both Sides. Lettering And Printing Arrows, Border Etc. Will Be Painted 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 And Annexure 1700.1 Providing M15 Pcc 1:2.5:5 As Levelling Course In Foundation :-- Providing Pcc M 15 1:2.5:5 Concrete For Plain Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 Five Year Maintenance Cost Seigniorage Fee 10% For Material Rate Including Royality Add Gst @ 12 % Add Labour Cess @ 1 % Muslim Tol Sh-55 To Muslim Tol Setting Out Pillars -Providing & Fixing Of Working Benchmark Pillars 01 Nos. Per Km & 04 Nos. Of Reference Pillars Required For 1 Km. As Per Drawings Given And Direction Of E/I Working Benchmark Pillars Reference Pillars Clearing And Grubbing Road Land By Manual Means Including Uprooting Wild Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Of Girth Upto 300Mm, Removals Of Stumps Of Such Trees Cut Earlier & Disposal Of Unserviceable Materials & Stacking Of Serviceable Materials To Be Used Or Auctioned Upto A Lead Of 1000 M Including Removal And Disposal Of Top Organic Soil Not Exeeding 150Mm In Thickness As Per Technical Specification-Clause 201.1 And Direction Of E/I Box Cutting-Excavation For Roadway In Soil Using Manual Means For Carrying Of Cut Earth To Embankment Site With A Lift Upto 1.5 M And Lead Upto 50 M As Per Technical Specification Clause 302.3 Construction Of Embankment With Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To The Site Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M & 100 M As Per Technical Specification Clause 301.5 . Including Royality & Labour Cess. For 1000 M Lead For 100 M Lead Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table 300.2 With Lead Upto 1000 M & 100 M As Per Technical Specification Clause 303.1. Granular Sub-Base With Coarse Graded Material -For Grading I Material -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 Smooth Wheel Roller To Achieve The Desired Density, Complete As Per Technical Specification Clause 401. Wbm Grading 3 By Mechanical Means -Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 As Per Technical Specification Clause 405. Prime Coat Low Porosity-Providing And Applying Primer Coat With Bitumen Emulsion Ss-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. Tack Coat -Providing And Applying Tack Coat With Bitumen Emulsion Using Emulsion Pressure Distributor At The Rate Of 0.25 To 0.30 Kg Per Sqm On The Prepared Granular Surface Tretaed With Primer And Clened With Hydriloc Broom As Per Technical Specification Aclouse 503. Mss-Mix Seal Surface Type-B Bituminous S-90-Providing, Laying And Rolling Of Close-Graded Premix Surfacing Material Of 20 Mm Thickness Composed Of 13.2 Mm To 0.9 Mm Type-B Aggregates Using Penetration Grade Bitumen 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 Three Wheel 8-10 Kn Static Roller And Finishing To Required Level And Grades As Per Technical Specification Clause 509 Cement Concrete Pavement -Construction Of Un-Reinforced, Plain 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, 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, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Levelling The Formwork As Per Drawing, Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Continuous Operation Including Provision Of Contraction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Sealant, Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14-Days, Using Curing Compound Where Specified And Water Finishing To Lines And Grade As Per Drawing And Technical Hard Shouldering -Laying Brick Soling Layer On Prepared Sub-Grade With Brick On End Edging According To Lines, Graded And Cross-Section Shown On The Drawing Filling Joints With Sand And Earth, Spreading 25 Mm Thick Layer Of Earth Over Brick Soling, Watering And Rolliing The Same With Three Wheel Road Roller 80-100 Kn As Per Technical Specification Clause 412 Ii Km Stone Iii 200 M Stone Boundary Pillar-Reinforced Cement Concrete M15 Grade Boundary Pillars/Local Stone Of Standard Design As Per Irc:25, Fixed In Position Including Finishing And Lettering But Excluding Painting As Per Drawing And Technical Specification Clause 1704 Culvert & Curve Traffic Sign-Providing And Fixing Of Retro Reflective Cautionary, Mandatory And Informatory Sign Board As Per Irc :67 Made Of 1.5 Mm Thick Ms Steel Duly Stove White Colour In Front And Gray Colour On Back With Red Reflective Border Of 65 Mm Width And Required Letters And Figures With Reflective Tape Engineering Grade As Per Clause 1701.3.9 Of Mord For Rural Road Of Required Shade And Colour Supported And Welded On 47Mmx47mmx12swg Sheet Tube Firmly Fixed To The Ground By Mean Of Properly Designed Foundation With M15 Grade Cement Concrete 450X450x600 Mm, 600Mm Below Ground Level As Per Approved Drawing Clause 1701.2.2. 600 Mm Equilateral & Triangle, Left/Right Curve 600 Mm Circular, Speed Limit 600Mm X 450Mm Reactangular Informatory Board 900 Mm Side Octagon, Or 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. Road Marking With Hot Applied Thermoplastic Compound With Reflectorising Glass Beads On Concrete 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.-Providing And Applying 2 Coats Of Water Based Cement Paint To Unplastered Concrete Surface After Cleaning The Surface Of Dirt, Dust, Oil, Grease, Efflorescence And Applying Paint @ Of 1 Litre For 2 Sqm. Cable Duct Across The Roadfor Irrigation Purpose-Providing And Laying Of A Reinforced Cement Concrete Pipe Duct, 300 Mm Dia, Across The Road New Construction, Extending From Drain To Drain In Cuts And Toe Of Slope To Toe Of Slope In Fills, Constructing Head Walls At Both Ends, Providing A Minimum Fill Of Granular Material Over Top And Sides Of Rcc Pipe As Per Irc:981997, Bedded On A 0.3 M Thick Layer Of Granular Material Free Of Rock Pieces, Outer To Outer Distance Of Pipe At Least Half Dia Of Pipe Subject To Minimum 450 Mm In Case Of Double And Triple Row Ducts, Joints To Be Made Leak Proof, Invert Level Of Duct To Be Above Higher Than Ground Level To Prevent Entry Of Water And Dirt, All As Per Irc: 98 - 1997 And Approved Drawings. Single Row Cable Duct @ 4 No. Per Km 3 No. Pipe 7.5 M In Length Direction And Place Indentification Signs Up To 0.9 Sqm Size Board-Providing And Erecting Direction And Place Identification Retro-Reflectorised Sign As Per Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 1701.2.3, Fixed Over Aluminium Sheeting, 2 Mm Thick With Area 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 By Means Of Properly Designed Foundation With M-15 Grade Cement Concrete 450 X 450 X 600 Mm, 600 Mm Below Ground Level As Per Approved Drawing And Technical Specification Clause 1701 Iproviding And Fixing Logo Of Project -Providing And Fixing Of Typical Mmgsy 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 Welded With Ms Angle Iron Frame Of 25Mm X 25Mm X 5Mm. The Angle Iron Frame Of The Lower Most Plate And Flat Iron Frame Of Middle Plate Will Be Welded To 2 Nos. 75Mm X 75 Mm Of 12 Swg Sheet Tubes Posts Duly Embedded In Cement Concrete M-15 Grade Blocks Of 450Mm X 450Mm X 600Mm, 600Mm Below Ground Level. The Top Most Diamond Plate Will Be Welded To Middle Plate By 47Mm X 47Mm Of 12 Swg Steel Plate Tube. All M.S. Will Be Stove Enameled On Both Sides. Lettering And Printing Arrows, Border Etc. Will Be Painted 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 And Annexure 1700.1 Planting Of Tree & There Maintainance For One Year- Planting Of Tree By The Road Side Avenue Tree In 0.6 M Dia Holes, 1 M Deep Dug In The Ground, Mixing The Soil With Decayed Farm Yard/ Slug Manure, Planting The Saplings Back Filling The Trench, Watering, Fixing The Tree Guard & Maintain The Plant For One Year. Earth Work In Excavation For Foundation Of Structures Upto 3.0 M Depth As Per Drawing And Technical Specification Clause 1104 Providing M15 Pcc 1:2.5:5 As Levelling Course In Foundation :-- Providing Pcc M 15 1:2.5:5 Concrete For Plain Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 Brick Masonary Work In Cm 1:4 In Head Wall Complete As Per Drawing And Technical Specification Clause 1109 In Cement Mortar 1:4 Providing And Laying Rcc Pipe Np-3 For Culverts On First Class Bedding Of Pcc M10 Material In Single Row Including Fixing Collar With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling Concrete And Masonary Works In Head Walls And Parapets As Per Clause 1106 Plastering With Cement Mortar 1:4 On Brick Work In Sub-Structure As Per Technical Specifications Providing 1.5 Mm Cement Punning Including Curing Carriage Of Water With All Leads And Lifts As Per Building Specification And Direction Of E/I Painting Two Coats On New Concrete Surfaces Black & White Strips :-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 1701 Five Year Maintenance Cost Seigniorage Fee 10% For Material Rate Including Royality Add Gst @ 12 % Add Labour Cess @ 1 % Phaphot Pwd To Phaphot Reference Pillars Clearing And Grubbing Road Land By Manual Means Including Uprooting Wild Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Of Girth Upto 300Mm, Removals Of Stumps Of Such Trees Cut Earlier & Disposal Of Unserviceable Materials & Stacking Of Serviceable Materials To Be Used Or Auctioned Upto A Lead Of 1000 M Including Removal And Disposal Of Top Organic Soil Not Exeeding 150Mm In Thickness As Per Technical Specification-Clause 201.1 And Direction Of E/I For 100 M Lead Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table 300.2 With Lead Upto 1000 M & 100 M As Per Technical Specification Clause 303.1. Granular Sub-Base With Coarse Graded Material -For Grading I Material -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 Smooth Wheel Roller To Achieve The Desired Density, Complete As Per Technical Specification Clause 401. Wbm Grading 3 By Mechanical Means -Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 As Per Technical Specification Clause 405. Prime Coat Low Porosity-Providing And Applying Primer Coat With Bitumen Emulsion Ss-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. Tack Coat -Providing And Applying Tack Coat With Bitumen Emulsion Using Emulsion Pressure Distributor At The Rate Of 0.25 To 0.30 Kg Per Sqm On The Prepared Granular Surface Tretaed With Primer And Clened With Hydriloc Broom As Per Technical Specification Aclouse 503. Mss-Mix Seal Surface Type-B Bituminous S-90-Providing, Laying And Rolling Of Close-Graded Premix Surfacing Material Of 20 Mm Thickness Composed Of 13.2 Mm To 0.9 Mm Type-B Aggregates Using Penetration Grade Bitumen 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 Three Wheel 8-10 Kn Static Roller And Finishing To Required Level And Grades As Per Technical Specification Clause 509 Hard Shouldering -Laying Brick Soling Layer On Prepared Sub-Grade With Brick On End Edging According To Lines, Graded And Cross-Section Shown On The Drawing Filling Joints With Sand And Earth, Spreading 25 Mm Thick Layer Of Earth Over Brick Soling, Watering And Rolliing The Same With Three Wheel Road Roller 80-100 Kn As Per Technical Specification Clause 412 Ii Km Stone Iii 200 M Stone Boundary Pillar-Reinforced Cement Concrete M15 Grade Boundary Pillars/Local Stone Of Standard Design As Per Irc:25, Fixed In Position Including Finishing And Lettering But Excluding Painting As Per Drawing And Technical Specification Clause 1704 Culvert & Curve Traffic Sign-Providing And Fixing Of Retro Reflective Cautionary, Mandatory And Informatory Sign Board As Per Irc :67 Made Of 1.5 Mm Thick Ms Steel Duly Stove White Colour In Front And Gray Colour On Back With Red Reflective Border Of 65 Mm Width And Required Letters And Figures With Reflective Tape Engineering Grade As Per Clause 1701.3.9 Of Mord For Rural Road Of Required Shade And Colour Supported And Welded On 47Mmx47mmx12swg Sheet Tube Firmly Fixed To The Ground By Mean Of Properly Designed Foundation With M15 Grade Cement Concrete 450X450x600 Mm, 600Mm Below Ground Level As Per Approved Drawing Clause 1701.2.2. 600 Mm Equilateral & Triangle, Left/Right Curve 600 Mm Circular, Speed Limit 600Mm X 450Mm Reactangular Informatory Board 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 R in Begusarai - Bihar has been published.
The last date of this tender is 21/09/2020, work value is  29876206 INR, EMD is  597524 INR and tender document fees is  10000 INR
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