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Supply Of 01 One No. Trailer Of Minimum 20 Mt Loading Capacity, 40 Ft Length For Shifting Of Various Materials For Hcu And Gds Revamp Unit On Hire Basis Br/iocl/71140/nit/hiring/ Trailer/42
Dismantling Of Existing Structures Like Culverts, Bridges, Retaining Walls, Cc Road And Other Structure Comprising Of Masonry, Cement Concrete, Wood Work, Steel Work, Including T&p And Scaffolding Wherever Necessary, Sorting The Dismantled Material, Disposal Of Unserviceable Material And Stacking The Serviceable Material With All Lifts And Lead Of 50 Metres As Directed By Engineer.cement Concrete Grade M-15 And Above And Pcc Blocks Clearing And Grubbing Road Land Including Uprooting Rank Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Girth Up To 300 Mm, Removal Of Stumps Of Trees Cut Earlier And Disposal Of Unserviceable Materials And Stacking Of Serviceable Material To A Lead Of 50 Metres From Road Boundary Including Removal And Disposal Of Top Organic Soil Not Exceeding 150 Mm In Thickness As Directed By Engineer.in Area Of Light Jungle Silt Clearance Of Drains, Channels And Canals With Lift 1.5 Mtr And Lead Up To 50 Mtr. Sludge Clearance Of Drains, Channels And Canals With Lift 1.5 Mtr And Lead Up To 50 Mtr. "providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centring And Shuttering - All Work Upto Plinth Level :1:3:6 (1 Cement : 3 Fine/ Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size). " 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size) Reinforced Cement Concrete Work In Walls (any Thickness), Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. Upto Two Stories Excluding Cost Of Centring, Shuttering, Finishing And Reinforcement : Including Providing /mixing Of Synthetic Fibers Compulsorily Complying With Is 16481:2022 Of 06 Mm/12 Mm Length To Be Mixed @ 0.25% By Weight Of Cement I.e. 125 Gms Per 50 Kg Cement Up To 900 Gms Per Cum Of Concrete/ Mortar. "reinforcement For R.c.c. Work At All Levels Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete." Centring And Shuttering With Plywood Or Steel Sheet Upto Two Stories Or Height Upto 7.5 Metre Above Plinth Level Including Strutting, Propping Etc. And Removal Of Form For :foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. Wrought Iron And Mild Steel Welded Work) (using Angles, Square Bars, Tees And Channel Grills, Grating Frames, Gates And Tree Guards Of Any Size And Design Etc. Including Cost Of Screens And Welding Rods Or Bolts And Nuts Complete Fixed In Position But Without The Cost Of Excavation And Concrete For Fixing Which Will Be Paid Separately. Providing And Fixing Of Reinforced Ferro-cement Drain Covers Designed For 'a' Class Loading Duly Marked On Cover With Adequate Steel Reinforcement Having Thickness 75mm To 150mm Anti Corrosive Bitumen Painted M.s. Plate , Rim And M.s. Lifting Hooks, Admixtures Like Plasticizer, Bond Improving Compound, Shrinkage, Resistance Compound, Abrasion Resistant Complete As Per Approved Design Etc.standard Size 2100x500mm (150mm Thick) For Span 1201 To 1500mm Brick Work With Fps Bricks Of Class Designation 75 In Foundation And Plinth In:cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Cement Plastering Including T&p, Scaffolding, Material And Complete Labpour, Including Cost Of Water, Curing, Racking Of Joints Etc. With 20 Mm Cement Plaster Of Mix : 1:4 (1 Cement : 4 Fine/ Coarse Sand) Providing And Laying Precast Reinforced Cement Concrete Box Culvert Section Of M-40 Grade Designed For 'aa' Class Loading As Per Irc Specifications Including The Effect Of Impact, Eq Etc. Complete On Firm Base Of 200mm Thick Lean Concrete Of M-10 Grade With Aggregate Of Size 40mm Nominal Of Following Internal Sizes. The Work Includes Required Safety Measures, Construction Of Drain For Diversion Of Flowing Water, Cost Of Design Of Rcc Precast Box And Its Proof Checking From Iit/mnit Jaipur Etc. Complete In All Respect As Per Specifications Diversion Of Flowing Water, Cost Of Design Of Rcc Precast Box And Its Proof Checking From Iit/mnit Jaipur Etc. Complete In All Respect As Per Specifications Size 2.00 M X 2.00 M Providing, Laying, Spreading And Compacting Of Granular Sub-base By Providing Close Graded Material, Mixing In A Mechanical Mix Plant At Omc, Carriage Of Mixed Material To Work Site, Spreading In Uniform Layers With Motor Grader On Prepared Surface And Compacting With Vibratory Power Roller To Achieve The Desired Density, Complete As Per Mort&h Specification Clause - 401 Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion.grading - I Material Providing, Laying, Spreading (with Paver Finisher Only) And Compacting Wet Mix Macadam (wmm) Base Course Comprising Of Graded Stone Aggregate And Granular Material Conforming To Mort&h Specifications (table 400-ii) In Layers Of Equal Compacted Thickness Each Consolidated, Including Pre-mixing The Material With Water At Omc In Mechanical Mixer (pug Mill), Carriage Of Mixed Material By Tippers To Site, Laying In Uniform Layers In Base Course On A Well Prepared Sub-base/ Base Course And Compacting With Power Vibratory-roller To Achieve The Desired Density Complete As Per Mort&h Specification Clause - 406 Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. Providing And Applying Primer Coat Over Prepared Surface Of Granular Base With Bitumen Emulsion As Per Is : 8887 And Approved Quality @ 0.6 Kg/sqm With The Help Of Spray Set Fitted On Bitumen Container (boiler) After Cleaning The Surface Including Removing Of Binding Material And Other Foreign Matter With Wire Brushes And Small Picks, Sweeping With Brooms Or Soft Brushes And Finally Dusting With Old Gunny Bags And Compressed Air To Receive Bituminous Treatment Complete As Per Clause 502 Of Mort&h Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. Providing And Applying Tack Coat On The Prepared Surface With Bitumen Emulsion As Per Is: 8887 And Approved Quality @ 0.2 Kg/sqm With The Help Of Spray Set Fitted On Bitumen Container (boiler) After Cleaning The Surface With Brooms Or Soft Brushes And Finally Dusting With Old Gunny Bags And Compressed Air To Receive Bituminous Treatment Complete As Per Clause 502 Of Mort&h Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. "providing And Laying 50-75 Mm Compacted Thick Design Mix (approved By Engineer) Dense Bituminous Macadam On Prepared Surface With Specified Graded Crushed Aggregates As Per Table 500-9, 500-10 With Bitumen Binder Set (including Cost Of Anti Stripping Compound Minimum 1% In Lime/cement As Per Design Wherever Required) For Base/ Binder Course Including Loading Of Material With F.e. Loader, Heating And Mixing Of Stone Aggregate, Filler And Bitumen In Computerised Hot Mix Plant, Transporting The Mixed Material By Tippers To Paver And Laying With Paver Finisher Fitted With Electronic Sensor Control As Per Clause 504.3.5 To The Required Level And Grade, Compacting By Power Rollers And Vibratory Rollers Or 150 To 250 Kn Pneumatic Tyred Roller With Tp = 0.7 Mpa To Achieve The Desired Density (approximately 2.3 Tonne/cum) Complete As Per Clause 507 Of Mort&h Specification But Excluding Primer/tack Coat, Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion.grade-ii With Bitumen Vg-grade 30 @ 4.25 %, Lime Filler @ 2% (percent By Weight Of Total Mix)" "providing And Laying 30-45 Mm Compacted Thickness Bituminous Concrete As Per Design Mix (approved By Engineer) On Prepared Surface With Specified Grade Stone Aggregate As Per Table - 500-18 With Bitumen For Wearing Course Including Loading Of Aggregate With F.e. Loader And Hot Mixing Of Stone Aggregate And Bitumen (including Cost Of Anti Stripping Compound Minimum 1% In Lime/cement As Per Design Wherever Required) In Computerised Hot Mix Plant, Transporting The Mixed Material By Tippers To Paver And Laying With Paver Finisher Fitted With Electronic Sensing Device (as Per Clause 504-3.5) To The Required Level And Grade And Compacting By Power Rollers And Vibratory Rollers Or 150 To 250 Kn Pneumatic Tyred Roller With Tp = 0.7 Mpa, To Achieve The Desired Density Complete As Per Clause 509 Of Mort&h Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion But Excluding Primer/tack Coat.grade-ii With Bitumen Vg-grade 30 @ 6% (percent By Weight Of Total Mix)" "earth Work In Excavation In Open Area, Stp, Wtp, Pumping Station With Mechanical Means Including Dressing Of Sides And Ramming Of Bottoms, Including Getting Out The Excavated Material, Disposal Of Excavated Material Lead Upto 1000m At Suitable Site As Per As Per Drawing And As Per Direction Of Engineer. (measurements For Payment To Be Done As Per Standard Drawings). Above 3.0 M And Upto 6.0 M Depth" Dismantling Of Existing Structures Like Culverts, Bridges, Retaining Walls, Cc Road And Other Structure Comprising Of Masonry, Cement Concrete, Wood Work, Steel Work, Including T&p And Scaffolding Wherever Necessary, Sorting The Dismantled Material, Disposal Of Unserviceable Material And Stacking The Serviceable Material With All Lifts And Lead Of 50 Metres As Directed By Engineer. Cement Concrete Grade M-15 And Above And Pcc Blocks Clearing And Grubbing Road Land Including Uprooting Rank Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Girth Up To 300 Mm, Removal Of Stumps Of Trees Cut Earlier And Disposal Of Unserviceable Materials And Stacking Of Serviceable Material To A Lead Of 50 Metres From Road Boundary Including Removal And Disposal Of Top Organic Soil Not Exceeding 150 Mm In Thickness As Directed By Engineer.in Area Of Light Jungle Silt Clearance Of Drains, Channels And Canals With Lift 1.5 Mtr And Lead Up To 50 Mtr. Sludge Clearance Of Drains, Channels And Canals With Lift 1.5 Mtr And Lead Up To 50 Mtr. "providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centring And Shuttering - All Work Upto Plinth Level : 1:3:6 (1 Cement : 3 Fine/ Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size). " 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size) Brick Work With Fps Bricks Of Class Designation 75 In Foundation And Plinth In: Cement Plastering Including T&p, Scaffolding, Material And Complete Labpour, Including Cost Of Water, Curing, Racking Of Joints Etc. With 20 Mm Cement Plaster Of Mix : 1:4 (1 Cement : 4 Fine/ Coarse Sand) Reinforced Cement Concrete Work In Walls (any Thickness), Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. Upto Two Stories Excluding Cost Of Centring, Shuttering, Finishing And Reinforcement : Including Providing /mixing Of Synthetic Fibers Compulsorily Complying With Is 16481:2022 Of 06 Mm/12 Mm Length To Be Mixed @ 0.25% By Weight Of Cement I.e. 125 Gms Per 50 Kg Cement Up To 900 Gms Per Cum Of Concrete/ Mortar. "reinforcement For R.c.c. Work At All Levels Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete." Centring And Shuttering With Plywood Or Steel Sheet Upto Two Stories Or Height Upto 7.5 Metre Above Plinth Level Including Strutting, Propping Etc. And Removal Of Form For :foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. Wrought Iron And Mild Steel Welded Work) (using Angles, Square Bars, Tees And Channel Grills, Grating Frames, Gates And Tree Guards Of Any Size And Design Etc. Including Cost Of Screens And Welding Rods Or Bolts And Nuts Complete Fixed In Position But Without The Cost Of Excavation And Concrete For Fixing Which Will Be Paid Separately. Providing And Fixing Of Reinforced Ferro-cement Drain Covers Designed For 'a' Class Loading Duly Marked On Cover With Adequate Steel Reinforcement Having Thickness 75mm To 150mm Anti Corrosive Bitumen Painted M.s. Plate , Rim And M.s. Lifting Hooks, Admixtures Like Plasticizer, Bond Improving Compound, Shrinkage, Resistance Compound, Abrasion Resistant Complete As Per Approved Design Etc.standard Size 2100x500mm (150mm Thick) For Span 1201 To 1500mm Dismantling Of Flexible Pavements For Sewer Line And Manholes And Disposal Of Dismantled Materials Up To A Lead Of 50 Metres As Directed By Engineer Including Allowances For Any Additional Dismantling Beyond The Drawings (measurement For Payment To Be As Per Standard Drawings), Re-handling Of Material/earth To Complete The Task. Bituminous Courses Granular Courses "providing, Laying, Spreading And Compacting Of Granular Sub-base By Providing Close Graded Material, Mixing In A Mechanical Mix Plant At Omc, Carriage Of Mixed Material To Work Site, Spreading In Uniform Layers With Motor Grader On Prepared Surface And Compacting With Vibratory Power Roller To Achieve The Desired Density, Complete As Per Mort&h Specification Clause - 401 Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. Grading - I Material" Providing, Laying, Spreading (with Paver Finisher Only) And Compacting Wet Mix Macadam (wmm) Base Course Comprising Of Graded Stone Aggregate And Granular Material Conforming To Mort&h Specifications (table 400-ii) In Layers Of Equal Compacted Thickness Each Consolidated, Including Pre-mixing The Material With Water At Omc In Mechanical Mixer (pug Mill), Carriage Of Mixed Material By Tippers To Site, Laying In Uniform Layers In Base Course On A Well Prepared Sub-base/ Base Course And Compacting With Power Vibratory-roller To Achieve The Desired Density Complete As Per Mort&h Specification Clause - 406 Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. Providing And Applying Tack Coat On The Prepared Surface With Bitumen Emulsion As Per Is: 8887 And Approved Quality @ 0.2 Kg/sqm With The Help Of Spray Set Fitted On Bitumen Container (boiler) After Cleaning The Surface With Brooms Or Soft Brushes And Finally Dusting With Old Gunny Bags And Compressed Air To Receive Bituminous Treatment Complete As Per Clause 502 Of Mort&h Specification Including All Material, Labour, Machinery Lighting, Guarding And Maintenance Of Diversion. Providing And Laying 50-75 Mm Compacted Thick Design Mix (approved By Engineer) Dense Bituminous Macadam On Prepared Surface With Specified Graded Crushed Aggregates As Per Table 500-9, 500-10 With Bitumen Binder Set (including Cost Of Anti Stripping Compound Minimum 1% In Lime/cement As Per Design Wherever Required) For Base/ Binder Course Including Loading Of Material With F.e. Loader, Heating And Mixing Of Stone Aggregate, Filler And Bitumen In Computerised Hot Mix Plant, Transporting The Mixed Material By Tippers To Paver And Laying With Paver Finisher Fitted With Electronic Sensor Control As Per Clause 504.3.5 To The Required Level And Grade, Compacting By Power Rollers And Vibratory Rollers Or 150 To 250 Kn Pneumatic Tyred Roller With Tp = 0.7 Mpa To Achieve The Desired Density (approximately 2.3 Tonne/cum) Complete As Per Clause 507 Of Mort&h Specification But Excluding Primer/tack Coat, Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. Grade-ii With Bitumen Vg-grade 30 @ 4.25 %, Lime Filler @ 2% (percent By Weight Of Total Mix) Providing And Laying 30-45 Mm Compacted Thickness Bituminous Concrete As Per Design Mix (approved By Engineer) On Prepared Surface With Specified Grade Stone Aggregate As Per Table - 500-18 With Bitumen For Wearing Course Including Loading Of Aggregate With F.e. Loader And Hot Mixing Of Stone Aggregate And Bitumen (including Cost Of Anti Stripping Compound Minimum 1% In Lime/cement As Per Design Wherever Required) In Computerised Hot Mix Plant, Transporting The Mixed Material By Tippers To Paver And Laying With Paver Finisher Fitted With Electronic Sensing Device (as Per Clause 504-3.5) To The Required Level And Grade And Compacting By Power Rollers And Vibratory Rollers Or 150 To 250 Kn Pneumatic Tyred Roller With Tp = 0.7 Mpa, To Achieve The Desired Density Complete As Per Clause 509 Of Mort&h Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion But Excluding Primer/tack Coat. Grade-ii With Bitumen Vg-grade 30 @ 6% (percent By Weight Of Total Mix)
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 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 451 To 700 Mm Standard Drain Cover Size 1000mm X 800mm X 100mm 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 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 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. Kota Dharanawada Road Shw-51 Km. 142/800 Bhulon Culvert And 148/200
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 Plain/reinforced Cement Concrete In Substructure Complete As Per Drawings And Morth Specification Clauses 1700 And 2200 For Height Upto 5 M R.c.c Grade M 20 Plain/reinforced Cement Concrete In Substructure Complete As Per Drawings And Morth Specification Clauses 1700 And 2200 For Height Upto 5 M R.c.c. Grade M 25 Supplying, Fitting And Placing Hysd Bar Reinforcement (fe 415) In Substructrue Complete As Per Drawings And Morth Specification Clauses 1009,1600 & 2202 Providing Weepholes In Brick Masonry/stone Masonry, Plain/reinforced Concrete Abutment, Wing Wall, Return Wall With 100 Mm Dia Ac Pipe Extending Through The Full Width Of The Structures With Slope Of 1(v):20(h) Towards Drawing Face Complete As Per Drawing And Morth Specification Clauses 1409, 2204.4, 2206.4 & 2706 Providing And Laying Reinforced Cement Concrete In Superstructure As Per Drawing And Morth Specifications Clauses 1700, 2302 And 2304 R.c.c. Grade M 30 Supplying, Fitting, And Placing Hysd Bar Reinforcement In Superstructure Complete As Per Drawing And Morth Specifications Clauses 1009,1600 And 2302 P.c.c. M 15 Ordinary Grade (1:2.5:5) Levelling Course Below Approach Slab Complete As Per Drawing And Morth Specifications Clauses 1700 And 2704 Nominal Mix (1:2.5:5) Reinforced Cement Concrete M 25 Grade Approach Slab Including Reinforcement And Formwork Complete As Per Drawing And Morth Specifications Clauses 1700 And 2704 Providing And Fixing 20 Mm Thick Compressible Fibre Board In Expansion Joint Complete As Per Drawing And Morth Specifications Clause 2604 Providing And Fillling Joint Sealing Compound As Per Drawings And Morth Specifications With Coarse Sand And 6 Per Cent Bitumen By Weight Clause 2604 Drainage Spouts Complete As Per Drawing And Morth Specifications Clause 2705 Providing And Laying Filter Media With Granular Crushed Aggregates As Per Specification To A Thickness Of Not Less Than 600 Mm With Smaller Size Towards The Soil And Bigger Size Towards The Wall And Providing Over The Entire Surface Behind Abutment, Wing Wall, Return Wall To The Full Height, Compacted To Firm Condition Complete As Per Drawing And Morth Specification Clause 2204.6 & 2504.2.2 Backfilling Behind Abutment, Wing Wall And Return Wall Complete As Per Drawings & Morth Specification Clause 304.3.7 & 2204.6 Granular Material 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 Carriage Of Material From Quarry / Crusher To Work Site Including Loading, Unloading And Stacking All Complete. Earth, Sand, Lime, Morrum Manure Or Sludge For 5.05 Km. 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, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 602.2.2 M30 (grade), Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Concrete Mixer Of Not Less Than 0.5 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, 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 Needle, Screed And Plate Vibrators 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) 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 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 Nh 90 To Nalkheri Km. 0/500
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 Plain/reinforced Cement Concrete In Substructure Complete As Per Drawings And Morth Specification Clauses 1700 And 2200 For Height Upto 5 M R.c.c Grade M 20 Plain/reinforced Cement Concrete In Substructure Complete As Per Drawings And Morth Specification Clauses 1700 And 2200 For Height Upto 5 M R.c.c. Grade M 25 Supplying, Fitting And Placing Hysd Bar Reinforcement (fe 415) In Substructrue Complete As Per Drawings And Morth Specification Clauses 1009,1600 & 2202 Providing Weepholes In Brick Masonry/stone Masonry, Plain/reinforced Concrete Abutment, Wing Wall, Return Wall With 100 Mm Dia Ac Pipe Extending Through The Full Width Of The Structures With Slope Of 1(v):20(h) Towards Drawing Face Complete As Per Drawing And Morth Specification Clauses 1409, 2204.4, 2206.4 & 2706 Providing And Laying Reinforced Cement Concrete In Superstructure As Per Drawing And Morth Specifications Clauses 1700, 2302 And 2304 R.c.c. Grade M 30 Supplying, Fitting, And Placing Hysd Bar Reinforcement In Superstructure Complete As Per Drawing And Morth Specifications Clauses 1009,1600 And 2302 P.c.c. M 15 Ordinary Grade (1:2.5:5) Levelling Course Below Approach Slab Complete As Per Drawing And Morth Specifications Clauses 1700 And 2704 Nominal Mix (1:2.5:5) Reinforced Cement Concrete M 25 Grade Approach Slab Including Reinforcement And Formwork Complete As Per Drawing And Morth Specifications Clauses 1700 And 2704 Providing And Fixing 20 Mm Thick Compressible Fibre Board In Expansion Joint Complete As Per Drawing And Morth Specifications Clause 2604 Providing And Fillling Joint Sealing Compound As Per Drawings And Morth Specifications With Coarse Sand And 6 Per Cent Bitumen By Weight Clause 2604 Drainage Spouts Complete As Per Drawing And Morth Specifications Clause 2705 Providing And Laying Filter Media With Granular Crushed Aggregates As Per Specification To A Thickness Of Not Less Than 600 Mm With Smaller Size Towards The Soil And Bigger Size Towards The Wall And Providing Over The Entire Surface Behind Abutment, Wing Wall, Return Wall To The Full Height, Compacted To Firm Condition Complete As Per Drawing And Morth Specification Clause 2204.6 & 2504.2.2 Backfilling Behind Abutment, Wing Wall And Return Wall Complete As Per Drawings & Morth Specification Clause 304.3.7 & 2204.6 Granular Material 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 Carriage Of Material From Quarry / Crusher To Work Site Including Loading, Unloading And Stacking All Complete. Earth, Sand, Lime, Morrum Manure Or Sludge For 5.05 Km. 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, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 602.2.2 M30 (grade), Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Concrete Mixer Of Not Less Than 0.5 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, 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 Needle, Screed And Plate Vibrators 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) 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 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 Tancha To Falia Via Aznawar Km. 3/900 Bhagwanpura Village
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 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 Carriage Of Material From Quarry / Crusher To Work Site Including Loading, Unloading And Stacking All Complete. Earth, Sand, Lime, Morrum Manure Or Sludge For 5.05 Km. 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, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 602.2.2 M30 (grade), Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Concrete Mixer Of Not Less Than 0.5 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, 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 Needle, Screed And Plate Vibrators 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) 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 Harnawda Shahji To Kachnariya Khurd Km. 1/500, 1/800, 2/500
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
Site Survey, Designing, Engineering, Procurement, Supply, Loading, Transportation, Unloading, Insurance, Delivery At Site, Handling, Storage, Installation, Testing, Commissioning Including Documentation Of All Items/material Required To Complete Works For Turnkey Based Contract For 11 Kv Al-59 Acs Medium Voltage Covered Conductor Mvcc With Its Accessories With Reinforced Bar Lace Lattice Pole In Coastal Area Feeder Of Bhuj Circle Of Pgvcl Under Cyclone Resilient Network Under Viksit Gujarat Scheme Package-03
Site Survey, Designing, Engineering, Procurement, Supply, Loading, Transportation, Unloading, Insurance, Delivery At Site, Handling, Storage, Installation, Testing, Commissioning Including Documentation Of All Items/material Required To Complete Works For Turnkey Based Contract For 11 Kv Al-59 Acs Medium Voltage Covered Conductor Mvcc With Its Accessories With Reinforced Bar Lace Lattice Pole In Coastal Area Feeder Of Anjar Circle Of Pgvcl Under Cyclone Resilient Network Under Viksit Gujarat Scheme Package-02.
Site Survey, Designing, Engineering, Procurement, Supply, Loading, Transportation, Unloading, Insurance, Delivery At Site, Handling, Storage, Installation, Testing, Commissioning Including Documentation Of All Items/material Required To Complete Works For Turnkey Based Contract For 11 Kv Al-59 Acs Medium Voltage Covered Conductor Mvcc With Its Accessories With Reinforced Bar Lace Lattice Pole In Coastal Area Feeder Of Amreli Circle Of Pgvcl Under Cyclone Resilient Network Under Viksit Gujarat Scheme Package-01.
