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Tender for 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 Morth Specification Clause 201. By Mechanical Means In Area Of Thorny Jungle , Scarifying The Existing Bituminous Road Surface To A Depth Of 150 Mm And Disposal Of Scarified Material With A Lift Upto 3 M And Lead Upto 1000 M As Per Morth Specification Clause 305.4.3 , 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 50 M As Per Morth Specification Clause 305.3 , Granular Sub-Base With Well Graded Material (Table 400-1) By Mix In Place Method Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Tractor Mount 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 Morth Specification Clause 401. For Grading Iii Material , Providing, Laying, Spreading And Compacting Graded Stone Aggregate To Wet Mix Macadam Specification Including Premixing The Material With Water At Omc In Mechanical Mixer (Pug Mill), Carriage Of Mixed Material By Tipper To Site, Laying In Uniform Layers In Sub-Base/Base Course On A Well Prepared Sub-Base And Compacting With Smooth Wheel Roller Of 80 To 100Kn Weight To Achieve The Desired Density Including Lighting, Barricading And Maintenance Of Diversion, Etc As Per Tables 400-12 & 400-13 And Morth Specification Clause 406. By Mechanical Means With All Lead , Providing And Applying Primer Coat With Bitumen Emulsion (Ss-1) On Prepared Surface Of Granular Base(Wbm/Wmm) Including Cleaning Of Road Surface And Spraying Primer At The Rate Of 0.70-1.0 Kg/Sqm Using Mechanical Means As Per Morth Specification Clause 502 112 , 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 Granular Surfaces Treated With Primer & Cleaned With Hydraulic Broom As Per Morth Specification Clause 503. , Providing, Laying And Rolling Of Open-Graded Premix Carpet Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Either Using Viscosity Grade Bitumen 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 Three Wheel 80-100 Kn Static Roller Capacity, Finished To Required Level And Grades To Be Followed By Seal Coat Of Either Type A Or Type B Or Type C As Per Morth Specification Clause 510. Case - Ii By Mechanical Means Bitumen (Vg-30) , Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type A, Type B And Type C As Per Morth Specification Clause 511 By Mechanical Means Case - Ii : Type B Bitumen (Vg-30) , Excavation For Structures Earthwork In Excavation For Structures As Per Drawing And Morth Specifications Clause 304.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material. Ordinary Soil Upto 3 M Depth , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Morth Specifications Clause 1702, 1703, 2102 & 2104 plain cement concrete Grade M 10 Nominal Mix 1:3:6 , 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 2905. 300 Mm Dia , 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 Morth Specification Clause 801 Ordinary Kilometer Stone (Precast) , 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 Morth Specification Clause 801 200 M Stone (Precast) , Providing And Fixing Of Retro-Reflectorised Cautionary, Mandatory And Informatory Sign As Per Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 801.3.1 Fixed Over Aluminium Sheeting, 1.5 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Drawings And Morth Specification Clause 801 600 Mm Equilateral Triangle , Providing And Erecting Direction And Place Identification Retro-Reflectorised Sign As Per Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 801.3.1. Fixed Over Aluminium Sheeting, 2 Mm Thick With Area Not Exceeding 0.9 Sqm Supported On 2 Inch Dia Gi Pipe 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 Morth Specification Clause 801,Upto 0.9 Sqm Size Board. , Providing And Erecting Typical Citizens Information Board As Per Approved Drawing & Specification Made Of Two Ms Sheet Of 1.6 Mm Thick Each Of Size 900Mm X 750Mm Stiffend By Angle Iron 25Mmx25mm X 3Mm All Around The Plate & Plates Fixed On Frame Of 75Mm Dia Pipe Of 12 Swg Sheet (Vertical Post 3050 Mm With Angle Holdfasts And Horizontal Member 900Mm) To Be Joined By Embedded In Cement Concrete M-15 Grade Of Block Of 600Mmx 600Mm X 750 Mm Size Below Ground Level As Per Enclosed Drawings & As Directed By Engineering Incharge. All Ms Will Be Stove Anmeled On Both Side Lettering. Figuring And Border Will Be With Ready Mixed Synthethic Enamel Paint Of Superior Quality In Required Shade And Colour Etc Complete In All Respect. All Sections Of Framed Post And Steel Tube Will Be Painted With Primer And Two Coat Of Epoxy Paint As Per Drawing And As Per Specification. , Marking Centre Line And Stop Lines Etc. On Road As Per Irc Pattern With Thermoplastic Paint Of Approved Quality And Make With 8% Glass Beads Laid On The Road Surface At Temperature 160 C With A Special Applicator Machine Complete With A Special Applicator Machine Complete With Labour Material And Traffic Diversion Arrangements. , Supply & Fixing Of Chevron Sign Of Size 75X60 Cm Made Out Of Aluminum Sheet 2 Mm Thick With Fixing Provision On M.S. Angle Iron Post 50X50x6 Mm 3 M Long Screwed With Stainless Steel Nut Bolts Of 8Mm Dia, Plate Is Covered By High Intensity Grade Yellow Retro-Reflective Sheeting And Black Screen Printed Arrow On Retro Reflective Sheet, Complete In All Respect. completion In All Respect Duly Post Painted In Alternate Band Of Black/White Synthetic Enamel Paint & Hold Fast At Bottom , Road Markers/Road Stud With Lens Reflector Providing And Fixing Of Road Stud 100 X 100 Mm Die Cast In Aluminium, Resistant To Corrosive Effect Of Salt And Grit, Fitted With Lense Reflectors, Installed In Concrete Or Asphaltic Surface By Drilling Holes 30 Mm Upto A Depth Of 600 Mm And Bedded In A Suitable Bituminous Grout Or Epoxy Mortar, All As Per Bs:873 (Part 4) 1973.As Per Morth Specification Clause 804.
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