Tender For Maintenance Of Wbm Road Including Filling Up Of Pot Holes, Ruts And Rectifying Corrugated Surface ... in India

Work Detail

Tender for Maintenance Of Wbm Road Including Filling Up Of Pot Holes, Ruts And Rectifying Corrugated Surface, Damaged Edges And Ravelling As Per Morth Specification Clause 404 , Patch Repair On Already Filled Pot Holes With 75 Mm Bm With 20 Mm Premix Carpet And Seal Coat Type B As Per Drawings And Morth Specification Clause 3004.2 , Direction And Place Identification Signs Upto 0.9 Sqm Size Board Semi-Reflective Traffic Signs Direction And Place Indentification Signs Up To 0.9 Sqm Size Board Providing And Erecting Direction And Place Identifications Of Semi Reflective Sign Boards As Per Irc:67 Made Of 2 Mm Thick M.S. Sheet Duly Stove Enameled Paint In White Colour In Front And Grey Colour On Back With Red Reflective Border Of 70 Mm Width And Required Message, Letters, Figures With Reflective Engineering Grade Tape Of Required Shade And Colour. Supported And Welded On 47 Mm X 47Mm Of 12 Swg Square Tube Of 3050 Mm Height Duly Strengthened By 25 Mm X 5 Mm M/S Flat Iron On Edges On Back Firmly Fixed To The Ground By Means Of Properly Designed Foundations With M-15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Approved Drawing And Specification Upto 0.9 Sqm Size Board , Applying Epoxy Mortar Over Leached, Honey Combed And Spalled Concrete Surface And Exposed Steel Reinforcement Complete As Per Morth Specification Clause 2804 , 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 , Providing And Laying Rounded Hump Type Speed Breakers For Crossing Speed 25 Km/H As Per Irc Design Including Providing And Applying Bitumen Emulsion Tack Coat, Making Speed Breaker In Designed Profile With Bituminous Macadam, Providing Seal Coat Type B For Sealing The Voids And Marking Chequered Pattern With Thermoplastic Paint Complete As Per Irc : 99-1988 3.70 Meter Wide And 10 Cm High For General Traffic , 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. , Supplying And Fixing Of CatS Eye Made Of Aluminium Alloy Size 75X100x22 Mm Having 21 Biconvex Lenses Embedded In Circular Disk Of Abs Plastic On Each Side. , 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 Plain Cement Concrete Grade M 20 Nominal Mix (1:2:4) , 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 , 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 25 , 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 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 30 (Grade), Thickness As Per Design, Over A Prepared Sub Base, With 43/53 Grade Cement As Per Clause 602.2.2 , Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A In Fully Automatic Batching Plant And Transported To Site In Transit Mixer For Having Continous 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 In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Levelling The Formwork As Per Drawing), Spreading The Concrete With Shovels, Rakes, Compacted Using Fixed Form Paver 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 Including Vaccum Dewatering Process With All Required Equipments (Dowel Bars Will Be Paid Seprately). , Stone Masonry Work In Cement Mortar 1:3 With Mechanical Mixer For Foundation (Any Level) Complete, Including All Scaffolding Etc. But Excluding Pointing And Plastering As Per Drawing And Technical Specification As Per Morth Specification : Section 1000,1400 Random Rubble Masonry For All Rajasthan Except Hanumangarh , Pointing With Cement Mortar (1:3) On Stone Work As Per Drawing And Morth Specification Clauses 1406 And 2200 , Maintenance Of Earhen Shoulder (Stripping Of Excess Soil) Stripping Excess Soil From The Shoulder Surface To Achieve The Approved Level And Compacting With Plate Compactor At Omc As Per Drawings And Morth Specification Clause 3003 , Restoration Of Rain Cuts Restoration Of Rain Cuts With Soil, Moorum Gravel Or A Mixture Of These, Clearing The Loose Soil, Benching For 300Mm Width Laying Fresh Material In Layers Not Exceeding 250 Mm And Compaction With Plate Compactor Or Power Rammer To Restore The Original Alignment, Level And Slopes As Per Drawings And Morth Specifications Clause 3002 Mechanical Means , 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 , Supplying, Filling And Stitching Of Empty Cement Bags Either Of Plastic Or Jute With Earth Available At Site, Of Weight Not Less Than 40 Kg., Including Excavation Etc. Complete. , 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 All Lead , 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. , 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 801 900 Mm Equilateral Triangle , 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 Reinforced Cement Concrete Post 100 Mm X 100 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 Approved Drawing Clause 801 600 Mm Circular , 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 Reinforced Cement Concrete Post 100 Mm X 100 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 Approved Drawing Clause 801 800 Mm X 600 Mm Rectangular , 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 801.3.1. 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 Morth Specification Clause 801. Direction And Place Identification Signs Upto 0.9 Sqm Size Board , 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 , 5Th Kilometre Stone (Precast) , Ordinary Kilometer Stone (Precast) , 200 M Stone (Precast) , Painting Two Coats Including Primer Coat After Filling The Surface With Synthetic Enamel Paint In All Shades On New, Plastered / Concrete Surfaces As Per Drawing And Morth Specification Clause 801 , Providing And Applying Two Coats Of Ready Mix Paint Including Primer Coat Of Approved Brand On Steel Surface After Through Cleaning Of Surface To Give An Even Shade As Per Drawing And Morth Specification Clause 801 , Printing New Letter And Figures Of Any Shade With Synthetic Enamel Paint Black Or Any Other Approved Colour To Give An Even Shade As Per Drawings And Morth Specification Clause 801 Hindi (Matras Commas And The Like Not To Be Measured And Paid For. Half Letters Shall Be Counted As Half Only) , Providing And Fixing Of Reinforced Ferro Cement Drain Cover Designed For Class Aa Loading Duly Marked On Cover With Adequate Steel Reinforcement Having Thickness 75 Mm To 150 Mm Anti- Corrosive Bitumen Painted M.S. Plate Rim And On M.S. Lifting Hooks Admixture Like Plasticizer Bond Improving Compound Shrinkage Resistance Compound Abrasion Resistant Complete As Per Approved Design Etc. , For Drain Opeining Size 300 To 450 Mm Standard Drain Cover Size 600Mm X 800Mm X 75Mm , For Drain Opeining Size 451 To 700 Mm Standard Drain Cover Size 1000Mm X 800Mm X 100Mm , For Drain Opeining Size 701 To 1200 Mm Standard Drain Cover Size 1500Mm X 600Mm X 125Mm , 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 , 600 Mm Dia , 300 Mm Dia , 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 , Supplying, Fitting And Placing Hysd Bar Reinforcement In Foundation Complete As Per Drawings And Morth Specifications Clauses 1009,1600 And 2102 , Supply & Fixing Of Flood Gauge (Water Gauge) As Per I.R.C. 67 Standard 200 Cm Long Fixed On Angle Iron Posts 50X50x6 Mm, 2.6 M. Long. , (A) Labour :- Mazdoor (Skilled) , (B) Usage Rates Of Plant & Machinery :- Hydraulic Excavator 0.9 Cum , (B) Usage Rates Of Plant & Machinery :- Tractor With Trolley , (B) Usage Rates Of Plant & Machinery :- Three Wheel 80-100 Kn Static Roller Wmm , Repair Of Surface Defects In Existing Cement Concrete Pavement Surface By Providing And Laying Treatment Of Wear & Tear Concrete Surface With Pre-Mixed, Ready To Use, Geopolymer Based Mortar & Confirming To Astm C 1600 Upto 10 Mm Thickness With Following Property - Curing Free, Compressive Strength Of 15 Mpa Within 2 Hours, Quick Setting, Bond Strength Of 4 Mpa Within 24 Hours And Repaired Surface Should Be Ready To Use Within 3 Hours. Note : (This Item Is To Be Used In Only Emergency Situation After Decided By Engineer In Charge ) , For Material Only , For Labour Only

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