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Annual Maintenance Estimate Of Horticulture Works In Sector-33P-I, Hisar For The Year 2025-2026. Job No 171.2025 Providing Jcb For Clearance Of Unwanted Vegetation And Preparation Of Land For Plantation In Various Site In Sec 33 P I And Sec 14 P Ii, Hisar And All Other Works Contingent Thereto.
Annual Maintenance Estimate Of Hort. Works In Sector-14P-Ii, Hisar For The Year 2025-2026. Job No 173.2025 Removal Of Unwanted Bushes And Vegetation From 3 Nos. Undeveloped Parks Creating Hindrance In Construction Of Boundary Wall In Parks Sector 14 Pii Hisar.
Maintenance Contract For Horticulture Work Removal Of Wild Vegetation Grass At Gtps. Maintenance Contract For Horticulture Work/removal Of Wild Vegetation Grass At Gtps.
Rough Cost Estimate For Engagement Of Agency For Pruning, Trimming And Lifting Of Green Waste Generated From Parks, Roadside Vegetation, And Public Spaces Under 11 Weeks Swachhata Campaign In Division-Iv Area, Mcf.Recall
Uprooting Rank Vegetation And Weeds As Various Twells In Sect 12A And 14 And Cleaning Of Ugt In Sec 14 Panchkula
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 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. 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 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 Thorny Jungle Gangti To Padaliya Road Km. 0/050
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 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 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 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 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 Thorny Jungle 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 Applying Primer Coat With Bitumen Emulsion (ss-1) On Prepared Surface Of Granular Base(wbm/wmm) 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 502 112 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. 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) 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) Chhabra Gugor Road Km 2/700 To Maheshpura Km. 0/400, 0/600
Clearing The Bushes And Unwanted Growth Of Vegetation And Trimming Of Trees At South Pdpm Area In Kalpakkam Township Clearing The Bushes And Unwanted Growth Of Vegetation And Trimming Of Trees At South Pdpm Area In Kalpakkam Township, During The Year 2026 - 2027
Clearing Of Vegetation, Cleaning Of Service Tanks And Periodical Services At Otm Accn Of Prtc And Ta Bn Under Ge North
