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Tender For Construction Of E And M Workshop At Dhoptala Ocm Under Sasti Sub Area 2Nd Call, ballarpur-Maharashtra

Western Coalfields Limited-WCL has published Tender For Construction Of E And M Workshop At Dhoptala Ocm Under Sasti Sub Area 2Nd Call. Submission Date for this Tender is 30-03-2024. Earth Moving Machinery Tenders in ballarpur Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

42823362
Corrigendum : Tender For Construction Of E And M Workshop At Dhoptala Ocm Under Sasti Sub Area 2Nd Call
Open Tender
Indian
Maharashtra
ballarpur
30-03-2024

Tender Details

Construction Of E And M Workshop At Dhoptala Ocm Under Sasti Sub Area 2Nd Call- 1 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) , Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M.All Kinds Of Soil. 2 Extra For Every Additional Lift Of 1.5 M Or Part Thereof In Excavation / Banking Excavated Or Stacked Materials All Kinds Of Soil. 3 Supplying And Filling In Plinth With Sand Under Floors, Including Watering, Ramming, Consolidating And Dressing Complete. 4 Providing And Laying In Position Cement Concrete Ofspecified Grade Excluding The Cost Of Centering Andshuttering - All Work Up To Plinth Level :1:3:6 ( 1 Cement : 3 Coarse Sand ( Zone-Iii ) Derived Fromnatural Sources: 6 Graded Stone Aggregate 40 Mm Nominalsize Derived From Natural Sources ) . 5 Providing And Laying In Position Specified Grade Of Reinforcedcement Concrete, Excluding The Cost Of Centering, Shuttering, Ifnishing And Reinforcement- All Work Up To Plinth Level :1:1.5:3 ( 1 Cement: 1.5 Coarse Sand ( Zone-Iii ) Derived Fromnatural Sources: 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources ) 6 Reinforced Cement Concrete Work In Walls ( Any Thickness ) , Including Attached Pilasters, Buttresses, Plinth And Stringcourses, Fillets, Columns, Pillars, Piers, Abutments, Posts Andstruts Etc. Above Plinth Level Up To Floor Five Level, Excludingcost Of Centering, Shuttering, Finishing An Reinforcement.1:1.5:3 ( 1 Cement : 1.5 Coarse Sand ( Zone-Iii ) Derived Fromnatural Sources : 3 Graded Stone Aggregate 20 Mm Nominalsize Derived From Natural Sources ) . 7 Centering And Shuttering Including Strutting, Propping Etc.And Removal Of Form For. Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete 8 Centering And Shuttering Including Strutting, Propping Etc.And Removal Of Form For. Columns, Pillars, Piers, Abutments, Posts And Struts 9 Centering And Shuttering Including Strutting, Propping Etc.And Removal Of Form For. Lintels, Beams, Plinth Beams, Girders, Bressumers Andcantilevers 10 Centering And Shuttering Including Strutting, Propping Etc.And Removal Of Form For. Suspended Floors, Roofs, Landings, Balconies And Accessplatform 11 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level.Hot Rolled Deformed Bars 12 12 Mm Cement Plaster Of Mix 1:6 ( 1 Cement: 6 Fine Sand ) 13 6 Mm Cement Plaster Of Mix :1:3 ( 1 Cement : 3 Fine Sand ) 14 Cement Concrete Flooring 1:2:4 ( 1 Cement : 2 Coarse Sand: 4 Graded Stoneaggregate ) Finished With A Floating Coatof Neat Cement, Including Cement Slurry, But Excludingthe Cost Of Nosing Of Steps Etc. Complete.40 Mm Thick With 20 Mm Nominal Size Stone Aggregate 15 Providing And Fixing Factory Made Isi Marked Steel Glazed Doors, Windows And Ventilators, Side / Top / Centre Hung, With Beading And All Members Such As F7d, F4b, K11 B Andk12 B Etc. Complete Of Standard Rolled Steel Sections, Joints Mitred And Flash Butt Welded And Sash Bars Tenoned Andriveted, Including Providing And Fixing Of Hinges, Pivots, Including Priming Coat Of Approved Steel Primer, Butexcluding The Cost Of Other Fittings, Complete All As Perapproved Design, ( Sectional Weight Of Only Steel Membersshall Be Measured For Payment ) .Fixing With 15X3 Mm Lugs 10 Cm Long Embedded In Cementconcrete Block 15X10x10 Cm Of C.C. 1:3:6 ( 1 Cement : 3Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size. 16 Supplying And Fixing Rolling Shutters Of Approved Make, Made Of Required Size M.S. Laths, Interlocked Together Through Their Entire Length And Jointed Together At The End By End Locks, Mounted On Specially Designed Pipe Shaft Withbrackets, Side Guides And Arrangements For Inside And Outside Locking With Push And Pull Operation Complete, Including The Cost Of Providing And Fixing Necessary 27.5 Cm Long Wire Springs Manufactured From High Tensile Steel Wire Of Adequate Strength Conforming To Is: 4454 - Part 1 And M.S. Top Cover Of Required Thickness For Rolling Shutters.80X1.25 Mm M.S. Laths With 1.25 Mm Thick Top Cover 17 Providing And Fixing T-Iron Frames For Doors, Windows Andventilators Of Mild Steel Tee-Sections, Joints Mitred And Welded, Including Fixing Of Necessary Butt Hinges Andscrews And Applying A Priming Coat Of Approved Steel Primer.Fixing With 15X3 Mm Lugs 10 Cm Long Embedded In Cementconcrete Block 15X10x10 Cm Of C.C. 1:3:6 ( 1 Cement : 3Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominalsize ) 18 Providing And Fixing Isi Marked Flush Door Shuttersconforming To Is : 2202 ( Part I ) Non-Decorative Type, Coreof Block Board Construction With Frame Of 1St Class Hard Wood And Well Matched Commercial 3 Ply Veneering Withvertical Grains Or Cross Bands And Face Veneers On Both Faces Of Shutters.35 Mm Thick Including Isi Marked Stainless Steel Butt Hinges With Necessary Screws 19 Structural Steel Work Riveted, Bolted Or Welded In Built Upsections, Trusses And Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. 20 Providing And Fixing Precoated Galvanised Iron Profile Sheets ( Size, Shape And Pitch Of Corrugation As Approved By Engineer-In-Charge ) 0.50 Mm ( + 0.05 % ) Total Coated Thickness With Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns. Sheet Should Have Protective Guard Film Of 25 Microns Minimum To Avoid Scratches During Transportation And Should Be Supplied In Single Length Upto 12 Metre Or As Desired By Engineer-In-Charge. The Sheet Shall Be Fixed Using Self Drilling / Self Tapping Screws Of Size ( 5.5X 55 Mm ) With Epdm Seal, Complete Upto Any Pitch In Horizontal / Vertical Or Curved Surfaces, Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. 21 Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories 0.50 Mm ( +0.05 % ) Total Coated Thickness, Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling / Self Tapping Screws Complete : Ridges Plain ( 500 - 600Mm ) 22 Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade :New Work ( Two Or More Coat Applied @ 1.67 Ltr / 10 Sqmover And Including Priming Coat Of Exterior Primer Applied@ 2.20 Kg / 10 Sqm ) 23 White Washing With Lime To Give An Even Shade :New Work ( Three Or More Coats ) 24 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade :Two Or More Coats On New Work 25 Extra For Additional Height In Centering, Shuttering Whereever Required With Adequate Bracing, Propping Etc., Including Cost Of De-Shuttering And Decentering At All Levels, Over A Height Of 3.5 M, For Every Additional Height Of 1 Metre Or Part Thereof ( Plan Area To Be Measured ) .Suspended Floors, Roofs, Landing, Beams And Balconies ( Plan Area To Be Measured ) 26 Providing And Fixing Isi Marked Oxidised M.S. Sliding Doorbolts With Nuts And Screws Etc. Complete :300X16 Mm 27 Providing And Fixing Isi Marked Oxidised M.S. Tower Boltblack Finish, ( Barrel Type ) With Necessary Screws Etc.Complete :250X10 Mm 28 Providing And Fixing Isi Marked Oxidised M.S. Handles Conforming To Is:4992 With Necessary Screws Etc.Complete :100 Mm 29 Providing And Fixing Oxidised M.S. Hasp And Staple ( Safetytype ) Conforming To Is : 363 With Necessary Screws Etc.Complete :150 Mm 30 Providing And Fixing M.S. Fan Clamp Type I Or Ii Of 16 Mm Diam.S. Bar, Bent To Shape With Hooked Ends In R.C.C. Slabs Or Beams During Laying, Including Painting The Exposed Portion Of Loop, All As Per Standard Design Complete. 31 Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand Derived From Natural Sources : 6 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources ) Over 75Mm Thick Bed Of Dry Brick Ballast 40 Mm Nominal Size, Well Rammed And Consolidated And Grouted With Fine Sand, Including Necessary Excavation, Levelling & Dressing & Finishing The Top Smooth. 32 Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50 M And Lift Upto 1.5 M. 33 Providing And Fixing Ball Bearing For Rolling Shutters. 34 Extra For Providing Mechanical Device Chain And Crank Operation For Operating Rolling Shutters.Exceeding 16.80 Sqm In Area 35 Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories 0.50 Mm ( +0.05 % ) Total Coated Thickness, Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling / Self Tapping Screws Complete :Gutter ( 600 Mm Over All Girth ) 36 Brick Work With Fly Ash. ( Non Modular ) Brick Of Classdesignation 7.5 In Superstructure Above Plinth Level Up To ( In Cm 1:6 ) Floor Five Level In : 37 Brick Work With Fly Ash. ( Non Modular ) Brick Of Foundation &Plinth In Up To ( In Cm 1:6 ) Floor Five Level In : 38 Providing And Fixing M.S. Grills Of Required Pattern In Frames Of Windows Etc. With M.S. Flats, Square Or Round Bars Etc. Including Priming Coat With Approved Steel Primer All Complete. Fixed To Steel Windows By Welding 39 Providing And Fixing Bolts Including Nuts And Washers Complete. 40 Providing & Fixing Glass Panes With Putty And Glazing Clips In Steel Doors, Windows, Clerestory Windows, All Complete With :4.0 Mm Thick Glass Panes 41 Painting Of New Structural Steel Work In Two Or More Coats ( But Excluding The One Coat Of Priming ) Of Enamel Paint Of Approved Brand Of Any Shade As Required & Directed Including Cleaning The Surface Of All Dirt & Dust Etc. Complete. As Per Instruction Of The Eic. 42 Providing, Hoisting And Fixing Above Plinth Level Up To Floor Five Level Precast Reinforced Cement Concrete In Shelves, Including Setting In Cement Mortar 1:3 ( 1Cement : 3 Coarse Sand ) , Cost Of Required Centering, Shuttering And Finishing With Neat Cement Punning On Exposed Surfaces But , Excluding The Cost Of Reinforcement, With 1:1.5:3 ( 1 Cement : 1.5 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived Fromnatural Sources ) . 43 Supplying & Erecting Triple Pole And Neutral Distribution Board ( Tpndb ) , Spmcb Of 8 Ways / Phase ( 24 Poles ) , With Door, 1.2Mm Thickness Surface / Flush Mounted, Ip 43 Protection On Iron / Gi Frame ( Horizontal Busbar Type ) As Per Specification No. Sw-Swr / Mcbdb 44 Supplying, Erecting & Marking Spmcb 40A To 63A, C-Series With Rated Short - Circuit Breaking Capacity ( Icn ) 10Ka In Provided Distribution Board As Per Specification No. Sw-Swr / Mcb 45 Supplying And Erecting Mains With 2X2.5 Sq.Mm Frlsh Copper Pvc Insulated Wire Laid In Provided Conduit / Trunking / Inside Pole / Bus Bars Or Any Other Places. As Per Specification No: Wg-Ma / Bw 46 Point Wiring For Light / Fan / Bell In 20 Mm Frls Grade Hms Pvc Conduit With 1.5 Sq.Mm ( 2+1E ) Frlsh Grade Copper Wire With Flush Type Switch And Required Accessories As Per Specification No: Wg-Pw / Sw 47 Point Wiring For Independent Plug In 20 Mm Frls Grade Hms Pvc Conduit With 1.5 Sq.Mm ( 2+1E ) Frlsh Grade Copper Wire, Flush Type Switch, Earthing And Required Accessories As Per Specification No: Wg-Pw / Sw 48 Supplying And Erecting Modular Type 3 Pin 6A Multi Socket With Safetyshutter, Duly Erected On Provided Plate And Box With Wiring Connectionscomplete 49 Supplying And Erecting Flush Type Shockproof Plug Socket 6A & 16A ( 6 Pin ) With 16A Switch Combined With Indicator Lamp And Fuse With Gang Box On Wooden Board. ( 1.5.13 ) 50 Supplying And Erecting Regular / Standard Model Ceiling Fan Of 900 / 1050 Mm. Sweep Complete Erected In Position As Per Specification No. Fg-Fn / Cf 51 Supplying And Erecting Electronic Type Step Regulator For Ceiling Fan 600 / 900 / 1200 / 1400 Mm. Sweep, Complete Erected On Provided Switch Board. 52 Supplying And Erecting Integrated Led Street Light Fitting 18 To 22W Ip65 &Ik08 Class Having Single Piece Pressure Die-Cast Aluminium Housing, Having System Lumens Output Of Min. 1800 Lumens, Min. Efficacy Of 100 Lumen / W, Cri>70, Cct Upto 6500K, Thd<10%, P.F. >0.95, Operating Range Of 140-270V, Inbuilt Surge Protection Of 10 Kv, Life Class Of 50, 000 Hrs. At L70b50, Including Driver Complete With 3 Years Warranty As Per Specification No Fg Odf / Fl 53 Supplying And Erecting Integrated Led Street Light Fitting 70-75W Ip65 & Ik08 Class Having Single Piece Pressure Die-Cast Aluminium Housing, Having System Lumens Output Of Min. 7700 Lumens, Min. Efficacy Of 110 Lumen / W, Cri>70, Cct Upto 6500K, Thd<10%, P.F. >0.95, Operating Range Of 140-270V, Inbuilt Surge Protection Of 10 Kv, Life Class Of 50, 000 Hrs. At L70b50, Including Driver Complete With 3 Years Warranty As Per Specification No Fg-Odf / Fls2. 54 Providing Earthing With Copper Earth Plate Size 30 X 30 X 0.315 Cm Complete With All Materials, Testing & Recording The Results As Per Specification No. Ea-Ep 55 Total Impact Of Gst For The Purpose Of Ctc

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 26-Mar-2024 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 30-03-2024

Key Value

Document Fees
Refer document
EMD
INR 95600.0 /-
Tender Value
INR 76.41 Lakhs /-
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