Tender For Road Work -Bgm-Rmd-Pkg-4 In Ramadurga Taluka.-1 Scarifying Existing Granular Surface To A Depth Of 50 Mm By Mechanical Means Scarifying Existing Granular Surface To A Depth Of 50 Mm And Disposal Of Scarified Material With A Lift Upto 3 M And Leads Upto 1000 M As Per Technical Specification With All Lead, Lifts, Loading & Unloading Charges Including Cost And Conveyance Of All Materials, Labour, Equipments, Hom Of Machinary And Other Incidental Charges Required For Successfull Completion Of Work Etc., Complete As Per Specifications And As Per The Directions Of The Engineer Incharge Of The Work. 2 Clearing And Grubbing Road Land Including Uprooting Wild Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Of Girth Upto 300 Mm, Removal Of Stumps Ofsuch Trees Cut Earlier And Disposal Of Unserviceable Materials And Stacking Of Serviceable Material To Be Used Or Auctioned Upto Lead Of 1000M Including Removal And Disposal Of Top Organic Siol Not Exceeding 150Mm In Thickness As Per Technical Specification Clause 201. With All Lead, Lifts, Loading & Unloading Charges Including Cost And Conveyance Of All Materials, Labour, Equipments, Hom Of Machinary And Other Incidental Charges Required For Successfull Completion Of Work Etc., Complete As Per Specifications And As Per The Directions Of The Engineer Incharge Of The Work. 3 Loosening, Levelling And Compacting Original Ground Supporting Embankment To Facilitate Placement Of First Layer Of Embankment, Scarified To A Depth Of 150 Mm, Mixed With Water At Omc And Then Compacted By Rolling So As To Achieve Minimum Dry Density As Given In Tables 300.1 And 300.2 For Embankment Construction As Per Technical Specification Clause 301.4.1. With All Lead, Lifts, Loading & Unloading Charges Including Cost And Conveyance Of All Materials, Labour, Equipments, Hom Of Machinary And Other Incidental Charges Required For Successfull Completion Of Work Etc., Complete As Per Specifications And As Per The Directions Of The Engineer Incharge Of The Work. 4 Construction Of Unlined Surface Drains Of Average Cross-Sectional Area 0.40 Sqm In Soil To Specified Lines, Grades, Levels And Dimensions. Excavated Material To Be Used In Embankment With A Lift Upto 3M And Lead Of 50 M ( Average Lead 25 M ) As Per Technical Specification Clause 307.B ) Mechanical Means With All Lead, Lifts, Loading & Unloading Charges Including Cost And Conveyance Of All Materials, Labour, Equipments, Hom Of Machinary And Other Incidental Charges Required For Successfull Completion Of Work Etc., Complete As Per Specifications And As Per The Directions Of The Engineer Incharge Of The Work. 5 Providing And Laying Reinforced Cement Concrete Pipe Np3 As Per Design In Single Row - Providing And Laying Reinforced Cement Concrete Pipe Np3 For Culverts On First Class Bedding Of Granular Material 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 Clause With All Lead, Lifts, Loading & Unloading Charges Including Cost And Conveyance Of All Materials, Labour, Equipments, Hom Of Machinary And Other Incidental Charges Required For Successfull Completion Of Work Etc., Complete As Per Specifications And As Per The Directions Of The Engineer Incharge Of The Work. 750Mm Dia Pipe 6 Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M As Per Technical Specification Clause 301.5 With All Lead, Lifts, Loading & Unloading Charges Including Cost And Conveyance Of All Materials, Labour, Equipments, Hom Of Machinary And Other Incidental Charges Required For Successfull Completion Of Work Etc., Complete As Per Specifications And As Per The Directions Of The Engineer Incharge Of The Work. 7 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 / Binding Materials To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clause 405. A ) By Manual Means With All Lead, Lifts, Loading & Unloading Charges Including Cost And Conveyance Of All Materials, Labour, Equipments, Hom Of Machinary And Other Incidental Charges Required For Successfull Completion Of Work Etc., Complete As Per Specifications And As Per The Directions Of The Engineer Incharge Of The Work. 8 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. With All Lead, Lifts, Loading & Unloading Charges Including Cost And Conveyance Of All Materials, Labour, Equipments, Hom Of Machinary And Other Incidental Charges Required For Successfull Completion Of Work Etc., Complete As Per Specifications And As Per The Directions Of The Engineer Incharge Of The Work. 9 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 0.90- 1.2 Kg / Sqm Using Mechanical Means As Per Technical Specification Clause 502. With All Lead, Lifts, Loading & Unloading Charges Including Cost And Conveyance Of All Materials, Labour, Equipments, Hom Of Machinary And Other Incidental Charges Required For Successfull Completion Of Work Etc., Complete As Per Specifications And As Per The Directions Of The Engineer Incharge Of The Work. 10 Providing And Applying Tack Coat With Bitumen Emulsion ( Rs-1 ) Using Emulsion Distributor At The Rate Of 0.25 To 0.30 Kg Per Sqm On The Prepared Dry And Hungry Bituminous Surface Cleaned With Hydraulic Broom As Per Technical Specification Clause 503 With All Lead, Lifts, Loading & Unloading Charges Including Cost And Conveyance Of All Materials, Labour, Equipments, Hom Of Machinary And Other Incidental Charges Required For Successfull Completion Of Work Etc., Complete As Per Specifications And As Per The Directions Of The Engineer Incharge Of The Work. 11 Providing, Laying And Rolling Of Close-Graded Premix Surfacing Material Of 20 Mm Thickness Composed Of 11.2 Mm To 0.9 Mm ( Type-A ) Or 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 .By Mechanical Means With All Lead, Lifts, Loading & Unloading Charges Including Cost And Conveyance Of All Materials, Labour, Equipments, Hom Of Machinary And Other Incidental Charges Required For Successfull Completion Of Work Etc., Complete As Per Specifications And As Per The Directions Of The Engineer Incharge Of The Work. 12 Construction Of Subgrade And Earthen Shoulders - 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 As Per Technical Specification Clause 303.1. With All Lead, Lifts, Loading & Unloading Charges Including Cost And Conveyance Of All Materials, Labour, Equipments, Hom Of Machinary And Other Incidental Charges Required For Successfull Completion Of Work Etc., Complete As Per Specifications And As Per The Directions Of The Engineer Incharge Of The Work. 13 Kilometre Stone - Reinforced Cement Concrete M15 Grade Kilometre Stone / Local Stone Of Standard Design As Per Irc:8 Fixing In Position Including Painting And Printing, Etc As Per Drawing And Technical Specification Clause 1703 With All Lead, Lifts, Loading & Unloading Charges Including Cost And Conveyance Of All Materials, Labour, Equipments, Hom Of Machinary And Other Incidental Charges Required For Successfull Completion Of Work Etc., Complete As Per Specifications And As Per The Directions Of The Engineer Incharge Of The Work. I ) Ordinary Kilometer Stone ( Precast ) 14 Kilometre Stone - Reinforced Cement Concrete M15 Grade Kilometre Stone / Local Stone Of Standard Design As Per Irc:8 Fixing In Position Including Painting And Printing, Etc As Per Drawing And Technical Specification Clause 1703 With All Lead, Lifts, Loading & Unloading Charges Including Cost And Conveyance Of All Materials, Labour, Equipments, Hom Of Machinary And Other Incidental Charges Required For Successfull Completion Of Work Etc., Complete As Per Specifications And As Per The Directions Of The Engineer Incharge Of The Work. Ii ) 200M Stone ( Precast ) 15 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 With All Lead, Lifts, Loading & Unloading Charges Including Cost And Conveyance Of All Materials, Labour, Equipments, Hom Of Machinary And Other Incidental Charges Required For Successfull Completion Of Work Etc., Complete As Per Specifications And As Per The Directions Of The Engineer Incharge Of The Work. 16 Providing And Fixing Of Typical Citizen Information Board As Per Specifications And Drawing.Twoci / Gi Plates Of 5Mm Thick, Top And Bottom Plate Dully Welded With M S Flat Iron 50Mm X 5Mm Size On Back On Edges.The M S Flat Iron Frame Will Be Welded To 2 Nos Vertical And 2 Nos Horizontal 75Nb ( Heavy ) Class, 4.50Mm Thick Steel Tube Post And Dully Embedded In Cement Concrete M15 Grade Of 600*600*750 Mm, 600Mm Below Ground Level.All M S Will Be Stove Anameled On Both Sides, Lettering And Printing Arrows, Border Etc, Paintedwith Ready Mixed Synthetic Enamel Paint Of Superior Quality In Required Shade And Colour.All Sections Of Framed Posts And Steel Tube Will Bw Painted With Primer And Two Coats Pf Epoxy Paint As Per Drawing Etc , .Complete Including Erection , Fixing , Tieing , Cutting , Grinding Shaping Etc., Complete Including Cost Of Materials, Labour , Hire Charges Of Machinery And Equipment With All Lead And Lift, Loading And Unloading Charges, Fuel Charges Including All Incidental Charges As Per The Direction Of The Engineer In Charge And Technical Specification With All Lead, Lifts, Loading & Unloading Charges Including Cost And Conveyance Of All Materials, Labour, Equipments, Hom Of Machinary And Other Incidental Charges Required For Successfull Completion Of Work Etc., Complete As Per Specifications And As Per The Directions Of The Engineer Incharge Of The Work. 17 Providing, Laying, Rumble Strips, 250 Mm Wide And 25Mm Height In Rectangular Shape At 1.00 Mtr Center To Center For The Entire Formation Width Of Road Using Pre Mix Bituminous Material, Including Providing Wbm ( 2 Layers ) For Shoulder Portions, Applying Tack Coat, Providing 10 Nos. Retro Reflective Traffic Signs As Per Irc Sp 67-2010 ( For Details Irc 99-1988 ) For 5 Nos- Including Wbm Layers For Length Of 4 Mtrs On Either Side Of Carriage Way In Shoulder Portion. Single Lane Using Sdbc Mix Material.
