Tender For General-Rc 2 Phase 1 For The Year 2023-24 Under Kanhangad Section -Kanhangad - Kasargod Road Length Of 19.9 Km- Rc 2 Phase 1 For The Year 2023-24 Under Kanhangad Section-General Civil Work.; 1 Appendix A - Initial Rectification 2 55.15:Refurbishment Of Existing Signboardsrefurbishment Of Existing Signboards Of All Size Except Gantry Mounted Ones To Their Original Reflectivity & Position By Removing Obstructions Like Overgrowth Vegitation Etc , If Any, Washing The Signboards With Water & Soap Solution To Remove All Dirt, Oil Etc. , Correcting Any Dislocations Including Minor Repairs, Replacement Of Lost Nut And Bolts Etc Complete. 3 8.13:Providing And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm Thick Including Reflectorising Glass Beads On Bituminous Surface @ 250 Gms Per Sqm Area, The 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. 4 10.5.1A:Filling Pot-Holes And Patch Repairs With Bituminous Concrete, 40Mm. Removal Of All Failed Material, Trimming Of Completed Excavation To Provide Firm Vertical Faces, Cleaning Of Surface, Painting Of Tack Coat On The Sides And Base Of Excavation As Per Clause 503, Back Filling The Pot Holes With Hot Bituminous Material As Per Clause 504, Compacting, Trimming And Finishing The Surface To Form A Smooth Continuous Surface, All As Per Clause 3004.2 - For Grading I Material 5 Appendix B- Pre-Monsoon Works 6 10.2:Maintenance Of Earthen Shoulder ( Filling With Fresh Soil ) Making Up The Loss Of Material / Irregularities On The Shoulder To The Design Level By Adding Fresh Approved Soil And Compacting It With Appropriate Equipment. 7 10.3:Maintenance Of Earth Shoulder ( Stripping Excess Soil ) From The Shoulder Surface To Achieve The Approved Level And Compacting With Plate Compactor 8 2.3.1.A: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 Thicknessin Area Of Light Jungle - By Manual Means 9 Od79523 / 2023-2024:Engaging Man Mazdoor Whenever Required. 10 Od79524 / 2023-2024:Engaging Mate 11 Od79525 / 2023-2024:Engaging Hydraulic Excavator 0.9 Cum Capacity 12 Od79526 / 2023-2024:Engaging Truck 13 Appendix C - Preventive Maintenance 14 10.6:Filling Of Crack Using Slow - Curing Bitumen Emulsion And Applying Crusher Dust In Case Crack Are Wider Than 3Mm. 15 Od79519 / 2023-2024:Supplying Ready Mixed Tar Macadam Pothole Filler ( Bag Of 50.00 Kg ) Including All Cost Materials From Trivandrum To Pwd Roads Section Office Kanhangad 16 Od79520 / 2023-2024:Carrying And Laying Ready Mixed Tar Macadam Pothole Filler From Pwd Section Office Store To Various Pwd Roads Including All Labour And Conveyance Charges Etc Complete 17 Od79521 / 2023-2024:Engaging Labour As Per Requirement For Conducting / Reporting Routine Inspections And To Take Neccessary Instructions As Applicable Following The Guidelines Of Running Contract All Along The Route For A Day Of Inspection Covering Entire Reach Specified In The Agreement And As Directed By The Departmental Officer At Site 18 Od79522 / 2023-2024:Hiring Of Inspection Vehicle; Wherein Charges Applicable As Per Utilization Per Km Run To And Fro At A Frequency As Detailed In The Guidance Of Running Contract Along The Route Convenient To Cover Entire Reach Specified In The Agreement And As Directed By The Departmental Officer At Site. 19 Appendix D- Proactive Maintenance With Emergency Works 20 3.15:Scarifying The Existing Bituminous Road Surface To A Depth Of 50 Mm And Disposal Of Scarified Material With In All Lifts And Lead Upto 1000 Metres By Mechanical Means 21 4.12: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. 22 55.2:Supplying And Stacking 12Mm Hard Blue Granite Broken Stone In Standard Heaps For Measurement ( Irc 3.2.1.A ) 23 55.4:Supplying And Stacking 36Mm Size Hard Broken Stone In Standard Heaps For Measurement. 24 55.9.A:Filling Up Pot Holes ( Cut And Formed To Regular Shapes And All Loose And Defective Materials Removed ) After Supplying A Prime Coat Of Hot Bitumen Using 12Mm Departmental Broken Stone And Compacting With Power Roller To Get A Compact Surface. 25 55.8.A:Filling Up Pot Holes ( Cut And Formed To Regular Shapes And All Loose And Defective Materials Removed ) After Supplying A Prime Coat Of Hot Bitumen Using 36Mm Departmental Broken Stone And Compacting With Power Roller To Get A Compact Surface. 26 5.1.A:Providing And Applying Primer Coat With Bitumen Emulsion ( Ss ) On Prepared Surface Of Granular Base Including Clearing Of Road Surface And Spraying Primer At The Rate Of 0.70 - 1.0 Kg / Sqm Using Mechanical Means. 27 10.5.1A:Filling Pot-Holes And Patch Repairs With Bituminous Concrete, 40Mm. Removal Of All Failed Material, Trimming Of Completed Excavation To Provide Firm Vertical Faces, Cleaning Of Surface, Painting Of Tack Coat On The Sides And Base Of Excavation As Per Clause 503, Back Filling The Pot Holes With Hot Bituminous Material As Per Clause 504, Compacting, Trimming And Finishing The Surface To Form A Smooth Continuous Surface, All As Per Clause 3004.2 - For Grading I Material 28 5.2.C:Providing And Applying Tack Coat With Bitumen Emulsion ( Rs ) Using Emulsion Pressure Distributor At The Rate Of 0.30 - 0.35 Kg Per Sqm On The Prepared Cement Concrete Pavementcleaned With Mechanical Broom. 29 5.3.1.A:Providing And Laying Bituminous Macadam With 80-100 Tph Hot Mix Plant Producing An Average Output Of 75 Tonnes Per Hour Using Crushed Aggregates Of Specified Grading Premixed With Bituminous Binder ( Vg 30 ) , 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. For Grading I ( 40 Mm Nominal Size ) 30 12.4:Plain Cement Concrete 1:3:6 Nominal Mix In Foundation With Crushed Stone Aggregate 40 Mm Nominal Size Mechanically Mixed, Placed In Foundation And Compacted By Vibration Including Curing For 14 Days. 31 12.8.A.1:Plain / Reinforced Cement Concrete In Open Foundation Complete As Per Drawing And Technical Specifications. <Br> Pcc Grade M15 <Br> 32 12.8.1.C.1:Plain / Reinforced Cement Concrete In Open Foundation Complete As Per Drawing And Technical Specificationsrcc Grade M20 - Using Concrete Mixer 33 12.8.B:Plain / Reinforced Cement Concrete In Open Foundation Complete As Per Drawing And Technical Specifications <Br> Pcc Grade M20 ( Without Formwork ) <Br> 34 12.40:Supply, Fitting And Placing Un- Coated Hysd Bar Reinforcement In Foundation Complete As Per Drawing And Technical Specifications 35 55.10.1:Providing And Erecting Retro-Reflectorised Object Hazard Marker 300Mm X 900Mm <Br>Providing And Erecting Retro-Reflectorised Object Hazard Marker Sign With 07 Years Warranty, Manufactured As Per Irc 67 Using Type Iv Astm D 4956-09 Micro Prismatic Retro Reflective Sheeting Fixed Over Aluminium Sheetig, 2 Mm Thick / Aluminium Composit Material Sheeting 4 Mm Thick With Suitable Back Support Frame And Supported On A Mild Steel Angle Iron Post 75Mmx75mmx6mm, Firmly Fixed 30Cm Above Ground Level By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 30Cmx30x45cm, 45Cm Below Ground Level Including Painting All Non-Reflective Faces With Epoxy Paint 2 Coats Over Epoxy Primer As Per Approved Drawing And Clause 801.<Br>300 Mm X 900 Mm 36 Od176861 / 2023-2024:Providing And Fixing Dlp Board With Acp Material Sheeting 4Mm Thick And Vinyl Stick An Area Exceeding 0.9 Sq Mwith Suitable Batch Supporting Frame Of Ms Angle 40X40x6 And Supported On Suitably Designed Gi Pipe Pole Not Less Than 50Mm Nb , 2 Nos . Confirming To Is 1239, Firmly To The Ground By Means Of Properly Designed With Foundation With M15 Grade Cement Concrete Minimum Size 45Cmx45cmx60cm , 60Cm Below Ground Level Including Painting All Exposed Surface With 2 Coat Of Epoxy Painting Over Epoxy Primer And As Per Approved Drawing And Clause 801
