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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
Supply Of Blank Ballast 80 Mm White Ballast 80 Mm Blank Ballast 40 Mm White Ballast 40 Mm Blank Ballast 20 Mm Blank Ballast 12/10 Mm Acne The Sand Badri Cement Iron 12 Mm Iron 10 Mm Iron 8 Mm Iron 6 Mm Iron 16 Mm Wire Bitumen Pond 4.5 Foot Board Stone Bricks Paver Block Jcb Roller Mixer Machine Vibrator Water Tanker Tin Angle Plastic Tank 100 Liters. Centering Plate Tiles Pvc Pipe Plastic Seat Barbed Wire Meeting Mats Centering Tray Cement Pole Latrine Sheet Cemetery Seat Iron (window) Cement Pipe 300 Cement Pipe 400 Cement Pipe 600 Cement Pipe 900 Cement Pipe 1200 Flowers Blank Dust Batching Mixing Plant
Estimate For Hiring Of Vehicle For Inspection Of Project Estimate For Remodeling/Relining Of Dhipali Disty Rd 0-130900 Off Taking At Rd 221570/R Of Bathinda Branch By Concrete Lining M-15 Concrete Mix, Mixed In Automatic Batching And Mixing Plant, Ca
Clearing And Grubbing Road Land 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, Preparation Of Foundation For Embankment Scarifying Existing Bituminous Surface To A Depth Of 150 Mm By Mechanical Means Scarifying The Existing Bituminous Road Surface To A Depth Of 150 Mm And Disposal Of Scarified Material With A Lift Upto 3 M And Lead Upto 1000 M As Per Morth Specification Clause 305.4.3, 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 305.3, Construction Of Subgrade And Earthen Shoulders Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table 300-2 With Lead Upto 50 M As Per Morth Specification Clause 305.3, 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, Prime Coat 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, 20mm Thick Open-graded Premix Carpet Using Bituminous (viscosity Grade/modified Bitumen) Binder 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), Seal Coat 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), 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 801 200 M Stone (precast), Providing And Erecting Typical Citizen's Information Board As Per Approved Drawing & Specification Made Of Two Ms Sheet Of 1.6 Mm Thick Each Of Size 900mm X 750mm Stiffend By Angle Iron 25mmx25mm X 3mm All Around The Plate & Plates Fixed On Frame Of 75mm Dia Pipe Of 12 Swg Sheet (vertical Post 3050 Mm With Angle Holdfasts And Horizontal Member 900mm) To Be Joined By Embedded In Cement Concrete M-15 Grade Of Block Of 600mmx 600mm X 750 Mm Size Below Ground Level As Per Enclosed Drawings & As Directed By Engineering Incharge. All Ms Will Be Stove Anmeled On Both Side Lettering. Figuring And Border Will Be With Ready Mixed Synthethic Enamel Paint Of Superior Quality In Required Shade And Colour Etc Complete In All Respect. All Sections Of Framed Post And Steel Tube Will Be Painted With Primer And Two Coat Of Epoxy Paint As Per Drawing And As Per Specification, 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
Reconstruction Of Minor No 12 From Rd 0-4873 Off Taking At Rd 21200/r Of Boha Distibutary With 20 Percent Enhanced Capacity By Concrete Lining M-15 Concrete Mix, Mixed In Automatic Batching And Mixing Plant Carried To Site Of Work In Transit Mix
Remodeling/relining With Concrete M-15 Mixed In Automatic Batching And Mixing Plant That Carried To Site Of Work In Transit Mixer And Laid Manually With Specified Thickness For Package Rd 0-10450 Tail Of Minor No 2 Jodhpur Disty Off Taking At Rd 2595
Remodeling/Relining With Concrete M-15 Mixed In Automatic Batching And Mixing Plant That Carried To Site Of Work In Transit Mixer And Laid Manually With Specified Thickness For Package Rd 0 - 12256 Tail Of Minor No 1 Jodhpur Disty Off Taking At Rd 10
Remodeling/relining With Concrete M-15 Mixed In Automatic Batching And Mixing Plant That Carried To Site Of Work In Transit Mixer And Laid Manually With Specified Thickness For Package Rd 0-10450 Tail Of Minor No 2 Jodhpur Disty Off Taking At Rd 2595
Construction Of Road From Pwd Road To Balaji Rice Mill Via Altratek Mixing Plant In Pragati Nagar Saparom Length-1.25 Km.
Supply Of Mineral Mixing Plant And Kulfi Making Machine
