Tender For Construction Of Dihe Mahsaon Main Road, Padariya To Mahiya Approach Road Length 3.10Km. Subdivision No.1 Rewa.; 1 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. 2 Construction Of Embankment With Approved Material Having Cbr>7 Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Table 300-1, 300-2 And As Per Relevent Clauses Of Section-300. 3 Construction Of Unlined Surface Drains Of Average Cross Sectional Area 0.40 Sqm In Soil To Specified Lines, Grades, Levels And Dimensions To The Requirement Of Clause 301 And 309. Excavated Material To Be Used In Embankment Within A Lead Of 50 Metres As Per Relevent Clauses Of Section-300 4 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:98- 1997, 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 5 Providing Crushed Stone Aggregate, Depositing On A Prepared Surface By Hauling Vehicles, Spreading And Mixing With A Motor Grader, Watering And Compacting With A Vibratory Roller To Clause 410 To Form A Layer Of Sub-Base / Base In Accordance To Table No. 400-14, 400-15 And As Per Clause Of Section 407 Of Specifications. For 37.5 Mm Maximum Size 6 Providing, Laying, Spreading And Compacting Graded Stone Aggregate To Wet Mix Macadam Specification Including Premixing The Material With Water At Omc In Mechanical Mix Plant Carriage Of Mixed Material By Tipper To Site, Laying In Uniform Layers With Paver In Sub- Base / Base Course On Well Prepared Surface And Compacting With Vibratory Roller To Achieve The Desired Density In Accordance To Table No. 400-12, 400-13And As Per Clause Of Section 406 Of Specifications. 7 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 0.75 Kg / Sqm Using Mechanical Means As Per Clause 502 Of Specifications. 8 Providing And Applying Tack Coat With Catonic Bitumen Emulsion ( Rs-1 ) Using Emulsion Pressure Distributor On The Prepared Bituminous / Granular Surface Cleaned With Mechanical Broom And As Per Relevant Clauses Of Section-503 Of Specifications.0.30 Kg Per Sqm ( Dry & Hungry Bituminous Surfaces / Granular Surfaces Treated With Primer ) 9 Providing And Laying Bituminous Macadam Using Crushed Aggregates Of Specified Grading Premixed With Bituminous Binder, Transported To Site, Laid Over A Previously Prepared Surface With Paver Finisher To The Required Grade, Level And Alignment And Rolled As Per Clauses 501.6 And 501.7 To Achieve The Desired Compaction And As Per Clause 504 Of Specifications. 10 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 All Complete As Per Clause 510 Of Specification Case - I: Mechanical Method Using Penetration Grade Bitumen And Hmp Of Appropriate Capacity Not Less Than 75 Tonnes / Hour. 11 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 All Complete As Per Clause 511 Of Specification. Case - Ii : Type B ( Providing And Laying Of Premix Sand Seal Coat With Hmp Of Appropriate Capacity Not Less Than 75 Tonnes / Hours Using Crushed Stone Chipping ( Aggregate Shall Pass 2.36Mm Seal And Retained To 180 Micron Sieve ) And Penetration Bitumen Of Suitable Grade All Complete As Per Clause 511 Of Specification. 12 Construction Of Shoulders With Approved Material / Selected Soil I / C Excavation All Lifts & Leads I / C Grading To Required Slope & Camber Of 4% And Compacting Using Vibratory Roller Of 80 To 100 Kn Static Weight To Meet Requirement As Per Relevant Clause Of 400 13 Reinforced Cement Concrete M15grade Kilometre Stone Of Standard Design As Per Irc:8-1980, Fixing In Position Including Painting And Printing Etc Ordinary Kilometer Stone ( Precast ) 14 Reinforced Cement Concrete M15grade Kilometre Stone Of Standard Design As Per Irc:8-1980, Fixing In Position Including Painting And Printing Etchectometer Stone ( Precast ) 15 Providing And Fixing Of Retro-Reflectorised Cautionary, Mandatory And Informatory Sign Board As Per Irc 67-2012 Made Of High Intensity Micro-Prismatic Grade Sheeting ( Type Xi ) Vide Irc: 67:2012 Clause 6.7.3.2 And Clause 801.3.3 Of Mort&H Fixed Over Aluminum Composite Material Sheet With Thermoplastic Core Of Low Density Polyethylene ( Ldpe ) Between Two Thick Skins / Sheets Of Aluminum With Overall Thickness Of 4Mm And Aluminum Skin Of Thickness 0.3 On Both Side, The Acm Shall Conform To Table 6.1 Of Irc:67:2012 And Table 800-1 Of Mort&H Specification And High Intensity Micro Prismatic Grade Sheeting Shall Conform To Table 6.6 Of Irc:67:2012 And Table 800-3 Of Mort&H Specification Of In The Clause Irc 6.8 Of The Irc 67-2012 And Clause 801.3.7 Of Morth Message Legend Numerical Letter Etc. And Borders Shall Be Screen Printed On High Intensity Micro Prismatic Sheeting Shall Conform To Clause 801.3.7 With Digital Printing Ink Or Of Cutout From Transparent Durable Overlay Or Cutout From The Same Type Of Reflecting Sheeting For Cautionary / Mandatory / Signs, Supported On Ms Sign Post Of Size 75Mm X75mm X 6Mm Of 3.60 Meter Over All Length And Fix To Ground By Means Of Properly Designed Foundation Of Dimension 450X450x600mm With M20 Grade Concrete. The Acm Sheet Shall Be Fixed To The Post With Four Minimum Four Number Breakaway Bolts. & Supported With A Back Support Frame Of 25Mmx25mmx3mm Angle. 10 Years Warranty For Retro Reflection Sheeting To Be Provided From The Original Sheeting Manufacture As Per Clause 6.9 Of Irc: 67:2012 & A Certified Copy For Three Years For Outdoor Exposure Report From An Independent Test Lab As Per Clause 6.7 Of Irc: 67:2012 For The Product Offered Shall Be Submitted By The Contractor 60Cm Equilateral Triangle 16 Providing And Fixing Of Retro-Reflectorised Cautionary, Mandatory And Informatory Sign Board As Per Irc 67-2012 Made Of High Intensity Micro-Prismatic Grade Sheeting ( Type Xi ) Vide Irc: 67:2012 Clause 6.7.3.2 And Clause 801.3.3 Of Mort&H Fixed Over Aluminum Composite Material Sheet With Thermoplastic Core Of Low Density Polyethylene ( Ldpe ) Between Two Thick Skins / Sheets Of Aluminum With Overall Thickness Of 4Mm And Aluminum Skin Of Thickness 0.3 On Both Side, The Acm Shall Conform To Table 6.1 Of Irc:67:2012 And Table 800-1 Of Mort&H Specification And High Intensity Micro Prismatic Grade Sheeting Shall Conform To Table 6.6 Of Irc:67:2012 And Table 800-3 Of Mort&H Specification Of In The Clause Irc 6.8 Of The Irc 67-2012 And Clause 801.3.7 Of Morth Message Legend Numerical Letter Etc. And Borders Shall Be Screen Printed On High Intensity Micro Prismatic Sheeting Shall Conform To Clause 801.3.7 With Digital Printing Ink Or Of Cutout From Transparent Durable Overlay Or Cutout From The Same Type Of Reflecting Sheeting For Cautionary / Mandatory / Signs, Supported On Ms Sign Post Of Size 75Mm X75mm X 6Mm Of 3.60 Meter Over All Length And Fix To Ground By Means Of Properly Designed Foundation Of Dimension 450X450x600mm With M20 Grade Concrete. The Acm Sheet Shall Be Fixed To The Post With Four Minimum Four Number Breakaway Bolts. & Supported With A Back Support Frame Of 25Mmx25mmx3mm Angle. 10 Years Warranty For Retro Reflection Sheeting To Be Provided From The Original Sheeting Manufacture As Per Clause 6.9 Of Irc: 67:2012 & A Certified Copy For Three Years For Outdoor Exposure Report From An Independent Test Lab As Per Clause 6.7 Of Irc: 67:2012 For The Product Offered Shall Be Submitted By The Contractor 60Cm Circular 17 Providing And Fixing Of Retro-Reflectorised Cautionary, Mandatory And Informatory Sign Board As Per Irc 67-2012 Made Of High Intensity Micro-Prismatic Grade Sheeting ( Type Xi ) Vide Irc: 67:2012 Clause 6.7.3.2 And Clause 801.3.3 Of Mort&H Fixed Over Aluminum Composite Material Sheet With Thermoplastic Core Of Low Density Polyethylene ( Ldpe ) Between Two Thick Skins / Sheets Of Aluminum With Overall Thickness Of 4Mm And Aluminum Skin Of Thickness 0.3 On Both Side, The Acm Shall Conform To Table 6.1 Of Irc:67:2012 And Table 800-1 Of Mort&H Specification And High Intensity Micro Prismatic Grade Sheeting Shall Conform To Table 6.6 Of Irc:67:2012 And Table 800-3 Of Mort&H Specification Of In The Clause Irc 6.8 Of The Irc 67-2012 And Clause 801.3.7 Of Morth Message Legend Numerical Letter Etc. And Borders Shall Be Screen Printed On High Intensity Micro Prismatic Sheeting Shall Conform To Clause 801.3.7 With Digital Printing Ink Or Of Cutout From Transparent Durable Overlay Or Cutout From The Same Type Of Reflecting Sheeting For Cautionary / Mandatory / Signs, Supported On Ms Sign Post Of Size 75Mm X75mm X 6Mm Of 3.60 Meter Over All Length And Fix To Ground By Means Of Properly Designed Foundation Of Dimension 450X450x600mm With M20 Grade Concrete. The Acm Sheet Shall Be Fixed To The Post With Four Minimum Four Number Breakaway Bolts. & Supported With A Back Support Frame Of 25Mmx25mmx3mm Angle. 10 Years Warranty For Retro Reflection Sheeting To Be Provided From The Original Sheeting Manufacture As Per Clause 6.9 Of Irc: 67:2012 & A Certified Copy For Three Years For Outdoor Exposure Report From An Independent Test Lab As Per Clause 6.7 Of Irc: 67:2012 For The Product Offered Shall Be Submitted By The Contractor 80X60mm Rectangular 18 Providing And Fixing Of Retro-Reflectorised Cautionary, Mandatory And Informatory Sign Board As Per Irc 67-2012 Made Of High Intensity Micro-Prismatic Grade Sheeting ( Type Xi ) Vide Irc: 67:2012 Clause 6.7.3.2 And Clause 801.3.3 Of Mort&H Fixed Over Aluminum Composite Material Sheet With Thermoplastic Core Of Low Density Polyethylene ( Ldpe ) Between Two Thick Skins / Sheets Of Aluminum With Overall Thickness Of 4Mm And Aluminum Skin Of Thickness 0.3 On Both Side, The Acm Shall Conform To Table 6.1 Of Irc:67:2012 And Table 800-1 Of Mort&H Specification And High Intensity Micro Prismatic Grade Sheeting Shall Conform To Table 6.6 Of Irc:67:2012 And Table 800-3 Of Mort&H Specification Of In The Clause Irc 6.8 Of The Irc 67-2012 And Clause 801.3.7 Of Morth Message Legend Numerical Letter Etc. And Borders Shall Be Screen Printed On High Intensity Micro Prismatic Sheeting Shall Conform To Clause 801.3.7 With Digital Printing Ink Or Of Cutout From Transparent Durable Overlay Or Cutout From The Same Type Of Reflecting Sheeting For Cautionary / Mandatory / Signs, Supported On Ms Sign Post Of Size 75Mm X75mm X 6Mm Of 3.60 Meter Over All Length And Fix To Ground By Means Of Properly Designed Foundation Of Dimension 450X450x600mm With M20 Grade Concrete. The Acm Sheet Shall Be Fixed To The Post With Four Minimum Four Number Breakaway Bolts. & Supported With A Back Support Frame Of 25Mmx25mmx3mm Angle. 10 Years Warranty For Retro Reflection Sheeting To Be Provided From The Original Sheeting Manufacture As Per Clause 6.9 Of Irc: 67:2012 & A Certified Copy For Three Years For Outdoor Exposure Report From An Independent Test Lab As Per Clause 6.7 Of Irc: 67:2012 For The Product Offered Shall Be Submitted By The Contractor 60X60cm Squre 19 Providing And Fixing Of Retro-Reflectorised Cautionary, Mandatory And Informatory Sign Board As Per Irc 67-2012 Made Of High Intensity Micro-Prismatic Grade Sheeting ( Type Xi ) Vide Irc: 67:2012 Clause 6.7.3.2 And Clause 801.3.3 Of Mort&H Fixed Over Aluminum Composite Material Sheet With Thermoplastic Core Of Low Density Polyethylene ( Ldpe ) Between Two Thick Skins / Sheets Of Aluminum With Overall Thickness Of 4Mm And Aluminum Skin Of Thickness 0.3 On Both Side, The Acm Shall Conform To Table 6.1 Of Irc:67:2012 And Table 800-1 Of Mort&H Specification And High Intensity Micro Prismatic Grade Sheeting Shall Conform To Table 6.6 Of Irc:67:2012 And Table 800-3 Of Mort&H Specification Of In The Clause Irc 6.8 Of The Irc 67-2012 And Clause 801.3.7 Of Morth Message Legend Numerical Letter Etc. And Borders Shall Be Screen Printed On High Intensity Micro Prismatic Sheeting Shall Conform To Clause 801.3.7 With Digital Printing Ink Or Of Cutout From Transparent Durable Overlay Or Cutout From The Same Type Of Reflecting Sheeting For Cautionary / Mandatory / Signs, Supported On Ms Sign Post Of Size 75Mm X75mm X 6Mm Of 3.60 Meter Over All Length And Fix To Ground By Means Of Properly Designed Foundation Of Dimension 450X450x600mm With M20 Grade Concrete. The Acm Sheet Shall Be Fixed To The Post With Four Minimum Four Number Breakaway Bolts. & Supported With A Back Support Frame Of 25Mmx25mmx3mm Angle. 10 Years Warranty For Retro Reflection Sheeting To Be Provided From The Original Sheeting Manufacture As Per Clause 6.9 Of Irc: 67:2012 & A Certified Copy For Three Years For Outdoor Exposure Report From An Independent Test Lab As Per Clause 6.7 Of Irc: 67:2012 For The Product Offered Shall Be Submitted By The Contractor 90Cm High Octagon 20 Providing And Fixing Of Retro-Reflectorised Cautionary, Mandatory And Informatory Sign Board As Per Irc 67-2012 Made Of High Intensity Micro-Prismatic Grade Sheeting ( Type Xi ) Vide Irc: 67:2012 Clause 6.7.3.2 And Clause 801.3.3 Of Mort&H Fixed Over Aluminum Composite Material Sheet With Thermoplastic Core Of Low Density Polyethylene ( Ldpe ) Between Two Thick Skins / Sheets Of Aluminum With Overall Thickness Of 4Mm And Aluminum Skin Of Thickness 0.3 On Both Side, The Acm Shall Conform To Table 6.1 Of Irc:67:2012 And Table 800-1 Of Mort&H Specification And High Intensity Micro Prismatic Grade Sheeting Shall Conform To Table 6.6 Of Irc:67:2012 And Table 800-3 Of Mort&H Specification Of In The Clause Irc 6.8 Of The Irc 67-2012 And Clause 801.3.7 Of Morth Message Legend Numerical Letter Etc. And Borders Shall Be Screen Printed On High Intensity Micro Prismatic Sheeting Shall Conform To Clause 801.3.7 With Digital Printing Ink Or Of Cutout From Transparent Durable Overlay Or Cutout From The Same Type Of Reflecting Sheeting For Cautionary / Mandatory / Signs, Supported On Ms Sign Post Of Size 75Mm X75mm X 6Mm Of 3.60 Meter Over All Length And Fix To Ground By Means Of Properly Designed Foundation Of Dimension 450X450x600mm With M20 Grade Concrete. The Acm Sheet Shall Be Fixed To The Post With Four Minimum Four Number Breakaway Bolts. & Supported With A Back Support Frame Of 25Mmx25mmx3mm Angle. 10 Years Warranty For Retro Reflection Sheeting To Be Provided From The Original Sheeting Manufacture As Per Clause 6.9 Of Irc: 67:2012 & A Certified Copy For Three Years For Outdoor Exposure Report From An Independent Test Lab As Per Clause 6.7 Of Irc: 67:2012 For The Product Offered Shall Be Submitted By The Contractor. 21 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 And Backfilling With Approved Material. As Per Relevant Clauses Of Section 300 & 2100 In 22 Providing Plain Cement Concrete M-15 Nominal Mix In Foundation As Per Relevant Clauses Of Sections 1500, 1700 And 2100. 23 Supplying, Fitting And Placing Un-Coated Hysd Barreinforcement In Foundation Complete As Per Drawing And Technical Specifications And As Per Relevant Clauses Of Section 1600. Fe-500 24 Supplying, Fitting And Placing Hysd Bar Reinforcement In Substructure Complete As Per Drawing And Technical Specifications And As Per Relevant Clause Of Section 1600. Fe-500 25 Providing Weep Holes In Brickasonry / Plain / Reinforced Concrete Abutment, Wing Wall / Return Wall With 100 Mm Dia Ac / Pvc Pipe, Extending Through The Full Width Of The Structure With Slope Of 1V :20H Towards Drawing Foce.Omplete As Per Drawing And Technical Specifications 26 Pcc M-15 In Foundation Plain Cement Concrete M-15 Mix With Crushed Stone Aggregate 40 Mm Nominal Size Mechanically Mixed, Placed In Foundation And Compacted By Vibration Including Curing For 14 Days. As Per Mort&H Specification 409. 27 Providing P.C.C. M-15 Nominal Mix For Hume Pipe Culverts In Foundation And Sub Structure Etc. As Per Drawing And As Per Relevant Clauses Of Section 1500, 1700, 2100 And 2900. 28 Laying Reinforced Cement Concrete Pipe Np4 / Prestrssed Concrete Pipe On First Class Bedding In Single Row. Providing And Laying Reinforced Cement Concrete Pipe Np4 / Prestrssed Concrete Pipe For Culverts On First Class Bedding Of Granular Material ( Cost Of Bedding Included ) In Single Row Including Fixing Collar With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets. 29 Provdiing And Laying Plain / Reinforced Cement Concrete In Open Foundation Including Form Work Shuttering Etc. Complete As Per Drawing And Technical Specifications And As Per Relevant Clauses Of Sections 1500, 1700 & 2100 With . 30 Provdiing And Laying Plain / Reinforced Cement Concrete In Open Foundation Including Form Work Shuttering Etc. Complete As Per Drawing And Technical Specifications And As Per Relevant Clauses Of Sections 1500, 1700 & 2100 With 31 Plain / Reinforced Cement Concrete In Sub-Structure Complete As Per Drawing And Technical Specifications 32 Plain / Reinforced Cement Concrete In Sub-Structure Complete As Per Drawing And Technical Specifications 33 Furnishing And Placing Reinforced / Prestressed Cement Concrete In Super-Structure As Per Drawing And Technical Specification And As Per Relevant Clauses Of Sections 1500, 1700 And 2300 In 34 Furnishing And Placing Inforced / Prestressed Cement Concrete In Super-Structure As Per Drawing And Technical Specification And As Per Relevant Clauses Of Sections 1500, 1700 And 2300 35 Providing And Laying Cement Concrete Wearing Coat M-30 Grade Including Reinforcement Complete As Per Drawing And Technical Specifications And As Per Relevant Clauses Of Sections 1500, 1700 And Clause 2702 Of Specifications.. 36 Supplying, Fitting And Placing Hysd Bar Reinforcement In Superstructure Complete As Per Drawing And Technical Specifications As Per Relevant Clauses Of Section 1600 Fe 500 37 Back Filling Behind Abutment, Wing Wall And Return Wall Complete As Per Drawing And Technical Specification And As Per Relevant Clauses 305 Of Specifications And As Per Appendix 6 Of Irc-78. 38 Providing And Fixing In Position Bituminous Paper Bearing For Slabs As Per Approved Drawing And Confirming To Is:1398. 39 Providing & Fixing 20 Mm Thick Compressible Fibre Board In Expansion Joint Complete As Per Drawing & Technical Specification. 40 Construction Of Rcc Railing Of M30 Grade In-Situ With 20 Mm Nominal Size Aggregate, True To Line And Grade, Tolurence Of Vertical Rcc Post Not To Exceed 1 In 500, Centre To Centre Spacing Between Vertical Post Not To Exceed 2000 Mm, Leaving Adequate Space Between Vertical Post For Expansion, Complete As Per Approved Drawings And Technical Specifications And As Per Relevant Clauses Of Sections 1500, 1600, 1700 And Clause 2703 Of Specifications ( As Per Most Specification Drawing Sd / 201 Or Sd / 304 )
