Tender For Road Work -Bgm-Rmd-Pkg-2 In Ramadurga Taluka. ( Indent No: 73502 ) -1 Clearing And Grubbing Road Land Including Uprooting Wild Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Of Girth Upto 300 Mm, Removal Of Stumps Of Such Trees Cut Earlier And Disposal Of Unserviceable Materials And Stacking Of Serviceable Material To Be Used Or Auctioned, Upto A Lead Of 1000 M Including Removal And Disposal Of Top Organic Soil Not Exceeding 150 Mm In Thickness As Per Technical Specification Clause 201. By Mechanical Means In Area Of Non-Thorny Jungle With All Lead, Lifts, Loading & Unloading Charges Including Cost And Conveyance Of All Materials, Labour, Equipments 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 Preparation Of Foundation For Embankment- Scarifying Existing Granular Surface To A Depth Of 50 Mm By Manual 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 Clause 301.4. With All Lead, Lifts, Loading & Unloading Charges Including Cost And Conveyance Of All Materials, Labour, Equipments 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 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. Ground Floor 4 Surface Drains In Soil - 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. With All Lead, Lifts, Loading & Unloading Charges Including Cost And Conveyance Of All Materials, Labour, Equipments 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 Construction Of Embankment With Approved Materials Deposited At Site From Roadway Cutting And Excavation From Drain And Foundation Of Other Structures Graded And Compacted To Meet Requirement Of Tables 300.1 And 300.2 As Per Technical Specification Clause 301.5 With All Lead, Lifts, Loading & Unloading Charges Including Cost And Conveyance Of All Materials, Labour, Equipments 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. 6 Construction Of Embankment With Material Obtained From Borrow Pits - 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 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 Construction Of Granular Sub-Base By Providing Well 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. For Grading Iii Material With All Lead, Lifts, Loading & Unloading Charges Including Cost And Conveyance Of All Materials, Labour, Equipments 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 Wbm Grading 2 - 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.By Mechanical Means With All Lead, Lifts, Loading & Unloading Charges Including Cost And Conveyance Of All Materials, Labour, Equipments 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 Wbm Grading 3 - 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. By Mechanical Means With All Lead, Lifts, Loading & Unloading Charges Including Cost And Conveyance Of All Materials, Labour, Equipments 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 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 With All Lead, Lifts, Loading & Unloading Charges Including Cost And Conveyance Of All Materials, Labour, Equipments 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. Ground Floor 11 Tack Coat:- 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 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 Mix Seal Surfacing - 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 Type-A Bitumen ( S-65 ) With All Lead, Lifts, Loading & Unloading Charges Including Cost And Conveyance Of All Materials, Labour, Equipments 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. Ground Floor 13 Construction Of Subgrade And Earthen Shoulders - 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 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. 14 Direction And Place Identification Signs Upto 0.9 Sqm Size Board:- Retro-Reflectorised Traffic Signs - 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. With All Lead, Lifts, Loading & Unloading Charges Including Cost And Conveyance Of All Materials, Labour, Equipments 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. 15 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 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 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 200 M Stone ( Precast ) With All Lead, Lifts, Loading & Unloading Charges Including Cost And Conveyance Of All Materials, Labour, Equipments 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 Ground Floor 17 The Survey Should Be Carried Out Using Total Station Survey Equipment With Collectin Of Relevant Data For 20M On Either Side Of Centre Line Of The Road Collection Of Relivant Information Includes Details Of Existing Structures, Proposal Of New Cross Drain Structure, Arboriculture Counts, Village And Town Limit Identification And Marking, Proposal For Electrical Ple, Shifting, Utility, Ducts, Road Crossing Etc., The Cross Section And Longitudinal Secioon Of The Road At Suitable Intervals Along With The Profile Correction Earth Quantity Statement And Photographs At 10M Interval To Be Provided In Printedand Electronic Form As Per Direction Of The Engineer In Charge Of Work Spection No. With All Lead, Lifts, Loading & Unloading Charges Including Cost And Conveyance Of All Materials, Labour, Equipments 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. 18 Providing And Fixing Typical Logo Board As Per Specifications And Drawing Two Ms. Plates Of 1.6Mm Thick, Top And Bottom E Plate Duly Welded With Ms Square Channel 25Mm X 25Mm X 5M Size On Back And Oin The Edges. The Top And Bottom Plate Will Be Welded To 2 Nos.50X50x5mm Square Channels Duly Embedded In Cement Coincrete M15 Grade Of 600*600*750 Mm 600 Mm Below Ground Level. All M.S. Will Be Stove Enameled On Both Sides Lettering And Printing Arrows, Border Etc., Will Be Printed With Ready Mixed Synthetic Enamel Paint Of Superior Quality In Required Shade And Colour. All Sections Of Framed Posts And Steel Tube Will Be Paintedwith Primer And Two Coats Of Epoxy Paint As Per Drawing With All Lead, Lifts, Loading & Unloading Charges Including Cost And Conveyance Of All Materials, Labour, Equipments 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. 19 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.
