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Tender for Dismantling Of Cement Concrete Pavements As Per Morth Specification Clause 202. Dismantling Of Cement Concrete Pavements By Mechanical Means Using Pneumatic Tools Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Upto A Lead Of 1000 M, Stacking Serviceable And Unserviceable Materials Separately , 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. , Construction Of Un-Reinforced , Plain Cement Concrete Pavement M-40 (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 A In Fully Automatic Computerised Batching Plant Compatible 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 And Tie Bars Will Be Paid Seprately). , Providing And Fixing Of Dowel Bars And Tie Bars Of Mild Steel Confirming To Is : 432 Of Specified Length And Diameters As Per Morth Specification Irc 15 & 58 Including Cutting, Placing In Position Across Transverse Joint With Proper Spacing, Providing With Pvc Sleeve Complete As Per Drawing, Technical Specification And As Per Direction Of The Engineer-In-Charge. , 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 A W Metal Beam Crash Barrier Comprising Of 3 Mm Thick Corrugated Sheet Metal Beam Rail, 70 Cm Above Road/ Ground Level, Fixed On Crc Rolled Channel Vertical Post, 150 X 75 X 5 Mm Spaced 2 Mm Centre To Centre, 1.8 M High, 1.1 M Below Ground / Road Level, All Steel Parts And Fitments To Be Galvanized By Hot Dip Process, All Fittings To Conform To Is: 1367 And Is: 1364 , Metal Beam Rail To Be Fixed On The Vertical Post With A Spacer Of Channel Section 150 X 75 X 5 Mm, 330 Mm Long Complete As Per Morth Specification Clause 811.3. , High Abgasion Resistance Interlocking Concrete Block Pavement With M-30 Grade 0.30 Mtr X 0.30 Mtr X 0.15 Mtr Edge Blocks (Measurements Shall Be Made Inner To Inner Side Of Edge Blocks) Providing And Laying Of Interlocking M-30 Grade Concrete Block Pavements Having Thickness 80 Mm As Per Drawings And As Per Is 15658:2006.And All Materials Shall Conform To Morth Specification Clause 602 With M-30 Grade 0.30 Mtr X 0.30 Mtr X 0.15 Mtr Edge Blocks. Category B : Dentated Only Two Side Like I,Z,T Shape As Per Irc:Sp:63-2004 , Add Extra For Providing M-40 Grade Concrete Interlocking Blocks In Place Of M-30 Grade. 80Mm Thick Blocks , 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 , Dismantling Stone Masonry As Per Morth Specification Clause 202. Dismantling Of Existing Structures Like Culverts, Bridges, Retaining Walls And Other Structure Comprising Of Stone Masonry, Including Disposal Of Unserviceable Material And Stacking The Serviceable Material With All Lift And Lead Of 1000 M As Per Morth Specification Clause 202. Rubble Stone Masonry In Cement Mortar , Removing All Types Of Hume Pipes And Stacking Within A Lead Of 1000 M Including Earthwork And Dismantling Of Masonry Works As Per Morth Specification Clause 202. Above 900 Mm Dia Hume Pipe , 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. 1000 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. 300 Mm Dia , 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 , 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 Circular , 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 801 800 Mm X 600 Mm Rectangular , 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 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
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