Tender For Clearing And Grubbing Road Land 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 Unse

Sharing tender

Tender for Clearing And Grubbing Road Land 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 Non-Thorny Jungle , 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 , Carriage Of Material From Quarry / Crusher To Work Site Including Loading, Unloading And Stacking All Complete. Earth, Sand, Lime, Morrum Manure Or Sludge , 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 , Granular Sub-Base With Close Graded Material (Table:- 400-1) Plant Mix Method Providing Laying Spreading And Compacting Specified Graded Sand, Gravel (Crushed Stone) As Per Table 400-1,400-2 Or Any Other Course Material As Per Design Mix, As Per Cbr In Sub Base Course Including Premixing The Material At Omc In Wet Mix Plant, Carriage Of Mixed Material Spreading In Uniform Layers With Motor Grader F.E Loader On A Prepared Base And Compacting With Vibratory Roller To Achieve Desired Density (As Per I.S.2720) Including All Material, Labor, Machinery, Lighting Guarding, Barricading And Maintenance Of Diversion Complete.[Morth Specification : Clause 401]. By Mechanical Means With A Lead Of 1 Km. For Grading-Ii Material , Wet Mix Macadam 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 A Lead Of 1 Km. , Prime Coat Providing And Applying Primer Coat With Bitumen Emulsion (Ss-1) On Prepared Surface Of Granular Base(Wbm/Wmm) Using Truck Mounted Sprayer 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 , 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 Granular Surfaces Treated With Primer & Cleaned With Hydraulic Broom As Per Morth Specification Clause 503. , 20Mm Thick Open-Graded Premix Carpet Using Bituminous (Viscosity Grade/Modified Bitumen) Binder 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) , Seal Coat 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) , 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 2905. 300 Mm Dia , 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 2905. 600 Mm Dia , Dry Lean Cement Concrete Construction Of Dry Lean Cement Concrete Sub- Base Over A Prepared Sub-Grade With Coarse And Fine Aggregate Conforming To Is: 383, The Size Of Coarse Aggregate Not Exceeding 25 Mm, Aggregate Cement Ratio Not To Exceed 15:1, Aggregate Gradation After Blending To Be As Per Table 600-1, Cement Content Not To Be Less Than 150 Kg/ Cum, Optimum Moisture Content To Be Determined During Trial Length Construction, Concrete Strength Not To Be Less Than 10 Mpa At 7 Days, Mixed In A Fully Automatic Computerised Batching Plant, Transported To Site, Laid With A Paver With Electronic Sensor, Compacting With 8-10 Tonnes Vibratory Roller, Finishing And Curing. , Cement Concrete Pavement Construction Of Un-Reinforced , Plain Cement Concrete Pavement M30 (Grade), Thickness As Per Design, Over A Prepared Sub Base, With 43/53 Grade Cement As Per Clause 602, Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 31.5 Mm, Mixed In Fully Automatic Computerised Batching Plant Compatiable With Printer And Pen Drive And Transported To Site In Transit Mixer For Having Continuous Agitated Mixer, Manufactured As Per Approved Mix Design Including Pumping Of R.M.C. From Transit Mixer To Site Of Laying , With All Lead And Lift Including Cost Of Admixtures In Recommended Portion As Per Is 9103 To Accelerate/ Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer In Charge Laid With A Fixed Form Paver (Laying And Fixing Of 150 Micron Thick Polythene Film And Finished In Continuous Operation Including Provision Of construction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Sealant Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14-Days Using Water Finishing To Lines And Grade As Per Drawing And Morth Specification Clause 602 With All Required Equipments (Dowel Bars & Tie Bar Will Be Paid Seprately). , 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 Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Morth Specifications Clause 1702, 1703, 2102 & 2104 Reinforced Cement Concrete Grade M 20 , Supplying, Fitting, And Placing Hysd Bar Reinforcement (Primary Steel) In Foundation, Substructure And Superstructure At Any Level Complete As Per Drawing And Morth Specifications Clauses 1009,1600 And 2302 , 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 2905. 1200 Mm Dia , 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 15 Nominal Mix (1:2.5:5) , 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 Morth Specification Clause 801 Ordinary Kilometer Stone (Precast) , 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 Morth Specification Clause 801200 M Stone (Precast) , 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. , Traffic Signs Retro-Reflectorised Traffic Signs 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 X 450 Mm Rectangular