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Repairing Of Concrete Block Road From Supada Mondal House Supen Sardar House At Mouza Hamiltanabad Jl No 49
Construction Of Concrete Road And Peving Block Vasant Nagar Vasahat At Dudhondi
Construction Of Rcc Gutter, Cement Concrete Road, Paver Block, Rcc Chamber & Pipe Drain Work In Various Area 4 Places At Godhra. Under 1 May Rashtriya Parv Grant
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 P.c.c 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 R.c.c Grade M 20 Supplying, Fitting And Placing Hysd Bar Reinforcement In Foundation Complete As Per Drawings And Morth Specifications Clauses 1009,1600 And 2102 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 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. 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 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. For Grading-ii Material 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 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 A In Fully Automatic Batching Plant 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 Contraction 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). 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 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 Excavation In Soil Using Hydraulic Excavator And Tippers With Disposal Upto 1000 M Excavation For Roadwork In Soil With Hydraulic Excavator Of 0.9 Cum Bucket Capacity Including Cutting And Loading In Tippers, Trimming Bottom And Side Slopes, In Accordance With Requirements Of Lines, Grades And Cross-sections, And Transporting To The Embankment Location With A Lift Upto 1.5 M And Lead Upto 1000 M As Per Morth Specification Clause 301.3 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 100 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 Chhabra Chhipabarod To Chawalkhedi Km. 1/100
Constuction Of Cement Concrete Road, Paver Block, Drainage Line, Pvc Pipe Line, Renivation Of Manhole And Flood Protection Wall At Harij Nagarpalika At Harij
Repair And Restoration Of Rain Damages Link Road Harijan Basti Tatehra Km 000 To 3200 Sh Pl 80 Mm Thick Interlocking Concrete Paver Block Between Rd 0050 To 1500 And Relaying Metaling Tarring Due To Read Crust Damage Pl Gsb Wmm And 30M
Gem Bids For Cement Of 43 Grade Opc In Sealed Bags , Sand , Coarse Aggregate 20mm , Coarse Aggregate 40mm , Hardcore 40 To 63 Mm , Pcc Bricks Of Size 230mmx115mm X75 Mm , Machine Pressed Precast Concrete Interlocking Paver Block
Construction Of Interlocking Concrete Block Pavements Aic/Aed/Niet-382/25-26/Gr 3
Renovation Of Road Surface By Laying Concrete Block At Kailash Bose Street From 77/H/42, Kailash Bose Street To 8D Chalta Bagan Lane In Ward No-27. Kmc/Eec/B-Iv/27/008/25-26/Apas
Construction Of Cement Concrete Road At Kanika Block From To Radheyshyam House To Septic Tank Ward 29 Booth No 133 Amc
