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Proposed Development Of Entrance Gateway At Sonai Border, District:- Mathura, U.P, mathura-Uttar Pradesh

Mathura Vrindavan Development Authority has published Proposed Development Of Entrance Gateway At Sonai Border, District:- Mathura, U.P. Submission Date for this Tender is 16-03-2024. Uniform Tenders in mathura Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

42748068
Corrigendum : Proposed Development Of Entrance Gateway At Sonai Border, District:- Mathura, U.P
Open Tender
Indian
Uttar Pradesh
mathura
16-03-2024

Tender Details

Proposed Development Of Entrance Gateway At Sonai Border, District:- Mathura, U.P Excavation Work Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means Over Areas ( Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan ) Including Getting Out And Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5 M, As Directed By Engineer-Incharge. , Pcc Workproviding And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : 1:4:8 ( 1 Cement : 4 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 8 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources ) , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level :1:3:6 ( 1 Cement : 3 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 6 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources ) , Reinforcement Cement Concreteboring, Providing And Installation Bored Cast-In-Situ Reinforced Cement Concrete Piles Of Grade M-25 Of Specified Diameter And Length Below The Pile Cap, To Carry A Safe Working Load Not Less Than Specified, Excluding The Cost Of Steel Reinforcement But Including The Cost Of Boring With Bentonite Solution And Temporary Casing Of Appropriate Length For Setting Out And Removal Of Same And The Length Of The Pile To Be Embedded In The Pile Cap Etc. By Percussion Drilling Using Direct Mud Circulation ( Dmc ) Or Bailer And Chisel Technique By Tripod And Mechanical Winch Machine All Complete, Including Removal Of Excavated Earth With All Its Lifts And Leads ( Length Of Pile For Payment Shall Be Measured Up To Bottom Of Pile Cap ) . Note: Truck Mounted Rotary / Tmr / Tubewell Boring Machine Shall Not Be Used . 500 Mm Dia Piles , Vertical Load Testing Of Piles In Accordance With Is 2911 ( Part Iv ) Including Installation Of Loading Platform By Kentledge / Anchor Piles Method And Preparation Of Pile Head Or Construction Oftest Cap And Dismantling Of Test Cap After Test Etc. Complete As Per Specification & The Direction Of Engineer In-Charge. Single Pile Upto 50 Tonne Safe Capacitynote: 1. Initial And Routine Load Test Shall Not Be Carried Out By Dynamic Method Of Testing. Note: 2. Testing Agency Shall Submit The Design Of Loading Platform For The Approval Of Engineer-In-Charge. Initial Test ( Test Load 2.5 Times The Safe Capacity ) , Routine Test ( Test Load 1.5 Times The Safe Capacity ) , Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Reinforced Cement Concrete Work;Usingcoarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana / Ordinary Portland / Portland Slagcement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate / Retard Setting Of Concrete, To Improve Durability Andworkabilitywithout Impairing Strength; Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement As Per Direction Of The Engineer-In-Charge;For The Following Grades Of Concrete. Note: Extra Cement Up To 10% Of The Minimum Specified Cement Content In Design Mix Shall Be Payable Separately.In Case The Cement Content In Design Mix Is More Than 110% Of The Specified Minimum Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement. Concrete Of M25 Grade Withminimum Cement Content Of 330 Kg / Cum All Works Upto Plinth Level Up To Plinth Lvl. , All Works Above Plinth Level Upto Floor V Level Concrete Of M25 Grade Withminimum Cementcontent Of 330 Kg / Cum , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Walls ( Any Thickness ) Including Attached Pilasters, Butteresses, Plinth And String Courses Etc. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Columns, Pillars, Piers, Abutments, Posts And Struts , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers. With Water Proof Ply 12 Mm Thick , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Suspended Floors, Roofs, Landings, Balconies And Access Platform. With Water Proof Ply 12 Mm Thick , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Foredges Of Slabs And Breaks In Floors And Walls Under 20 Cm Wide , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Forweather Shed, Chajjas, Corbels Etc., Including Edges , Reinforcement & Ms Worksteel Reinforcement For Rcc Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More. , Brick Work Brick Work With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 12.5 In Foundation And Plinth In: Cement Mortar I:4 ( L Cement : 4 Coarse Sand ) , Brick Work With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Deaignation 150 In Superstructure Above Plinth Level Up To Floor V Level In All Shapes And Sizes In :Cement Mortar 1:4 ( L Cement : 4 Coarse Sand ) , Finishing Work 12 Mm Cement Plaster Of Mix : 1:4 ( 1 Cement: 4 Coarse Sand ) , 15 Mm Cement Plaster On Rough Side Of Single Or Half Brick Wall Of Mix: 1:4 ( 1 Cement: 4 Coarse Sand ) , 6 Mm Cement Plaster Of Mix : 1:3 ( 1 Cement : 3 Fine Sand ) , Providing And Applying White Cement Based Putty Of Average Thickness 1 Mm, Of Approved Brand And Manufacturer, Over The Plastered Wall Surface To Prepare The Surface Even And Smooth Complete. , 30 Mm Red Sand Stone Sun-Shade ( Chisel-Dressed ) Supported On Red Sand Stone Brackets, Fixed In Walls With Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) , Including Finishing Complete. , Providing And Fixing Stone Jali 40 Mm Thick Throughout In Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) , Including Pointing In White Cement Mortar 1:2 ( 1 White Cement : 2 Stone Dust ) With An Admixture Of Pigment, Matching The Stone Shade, Jali Slab Without Any Chamfers Etc. Red Sand Stone , Distempering With 1St Quality Acrylic Distemper ( Ready Mixed ) Having Voc Content Less Than 50 Gram / Litre, Of Approved Manufacturer And Of Required Shade And Colour All Complete To Achieve Even Shade And Colour : New Work ( Two Or More Coats ) Over And Including Water Thinnable Priming Coat With Cement Primer Having Voc Content Less Than50 Gram / Litre , Stone Work ( Machine Cut Edges ) For Wall Lining Etc. ( Veneer Work ) Upto 10 Metre Height, Backing Filled With A Grout Of Average 12 Mm Thick Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) Including Pointing In White Cement Mortar 1:2 ( 1 White Cement : 2 Stone Dust ) With An Admixture Of Pigment Matching The Stone Shade : ( To Be Secured To The Backing And The Sides By Means Of Cramps And Pins Which Shall Be Paid For Separately ) :30 Mm Thick , 70 Mm Thick , Providing And Fixing Stainless Steel Cramps Of Required Size And Shape For Anchoring Stone Wall Lining To The Backing Or Securing Adjacent Stones In Stone Wall Lining In Cement Mortar 1:2 ( 1 Cement : 2 Coarse Sand ) , Including Making The Necessary Chases In Stone And Holes In Walls Wherever Required. , Providing And Fixing Expansion Hold Fasteners On C.C. / R.C.C. / Brick Masonry Surface Backing Including Drilling Necessary Holes And The Cost Of Bolt Etc Complete. Fastener With Threaded Dia 12 Mm , Supply, Fabricating, Transporting, Hoisting And Fixing In Position Good Quality Durable Mirzapur Sand Stone / Any Other Type Of Sand Stone In Various Elements For All Level All Height.Stone Shall Be Free From Cracks, Lines, Stains, White Spots Of Efflorescence And Even In Shade For Each Elements. The Stone Shall Be Fine Grained And Reddish Or Buff-Colored ( Locally Available ) . The Work Shall Be Carried Out As Per Attached Drawings With Differant Process Ofi.E Carving ( Manual / By Machine ) , Ornamental Work, Traditional Work, Figure Work ( Any Type, Any Size ) , Cnc Cutting, Moulding. The Drawings Provided Are Vary Preliminary And Amount Of Carving Will Be More Then What Is Shown On The Drawings. The Carving And Molding Work Shall Be Of Very Good Quality. The Stones To Be Fixed In Line, Level And Plumb In All Respect With The Use Of Brass Clamps, Pins, Dowels, Cement Slurry With Matching Pigment And Epoxy Of Akemi Germany, Ardex Endura, Myk Laticrete Or Approved Make As Required And As Approved By The Architects. , Extra For Stone Work Ashlar Sunk Or Moulded Or Sunk And Moulded Or Carved In : Triangular Or Square Or Rectangular Pillars , Extra For Stone Work Ashlar Sunk Or Moulded In Cornices. , Flooring Work 40 Mm Thick Rubbed Stone Flooring Over 20 Mm ( Average ) Thick Base Of Cement Mortar 1:5 ( 1 Cement : 5 Coarse Sand ) With Joints 3 Mm Thick, Side Buttered With Cement Mortar 1:2 ( 1 Cement : 2 Stone Dust ) Admixed With Pigment To Match The Shade Of Stone And Pointing With Same Mortar. Red Sand Stone , Providing And Laying Polished Granite Stone Flooring In Required Design And Patterns, In Linear As Well As Curvilinear Portions Of The Building All Complete As Per The Architecturaldrawings With 18 Mm Thick Stone Slab Over 20 Mm ( Average ) Thick Base Of Cement Mortar1:4 ( 1 Cement : 4 Coarse Sand ) Laid And Jointed With Cement Slurry And Pointing With White Cement Slurry Admixed With Pigment Of Matching Shade Including Rubbing, Curing And Polishing Etc. All Complete As Specified And As Directed By The Engineer-In-Charge. Polished Granite Stone Slab Of Colour Black, Cherry / Ruby Red Or Equivalent , Providing And Fixing 18 Mm Thick Gang Saw Cut, Mirror Polished, Premoulded And Prepolished, Machine Cut For Kitchen Platforms, Vanity Counters, Window Sills, Facias And Similar Locations Of Required Size, Approved Shade, Colour And Texture Laid Over 20 Mm Thick Base Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) , Joints Treated With White Cement, Mixed With Matching Pigment, Epoxy Touch Ups, Including Rubbing, Curing, Moulding And Polishing Of Edges To Give High Gloss Finish Etc. Complete At All Levels. Granite Stone Slab Of Colour Black, Cherry / Ruby Red Area Of Slab Upto 0.50 Sqm , Providing Edge Moulding To 18 Mm Thick Marble Stone Counters, Vanities Etc., Including Machine Polishing To Edge To Give High Gloss Finish Etc. Complete As Per Design Approved By Engineerin-Charge. Granite Work , Roof Work [ Providing And Laying Integral Cement Base Water Proofing Treatment Including Preparation Of Surface As Required For Treatment Of Roofs, Balconies, Terraces Etc Consisting Of Following Operations: ( A ) Applying A Slurry Coat Of Neat Cement Using 2.75 Kg / Sqm Of Cement Admixed With Water Proofing Compound Conforming To Is. 2645 And Approved Ly Engineer-In-Charge Over The Rcc Slab Including Adjoining Walls Upto 300 Mm Height Including Cleaning The Surface Before Treatment. ( B ) Laying Brick Bats With Mortar Using Broken Bricks / Brick Bats 25 Mm To 115 Mm Size With 50% Of Cement Mortar 1:5 ( 1 Cement: 5 Coarse Sand ) Admixed With Water Proofing Compound Conforming To Is : 2645 And Approved By Engineer-In-Charge Over 20 Mm Thick Layer Of Cement Mortar Of Mix 1:5 ( 1 Cement :5 Coarse Sand ) Admixed With Water Proofing Compoundconforming To Is : 2645 And Approve By Engineer-In­ Charge To Required Slope And Treating Similarly The Adjoining Walls Upto 300 Mm Height Including Rounding Of Junctions Of Walls And Slabs. ( C ) After Two Days Of Proper Curing Applying A Second Coat Of Cement Slurry Using 2.75 Kg / Sqm Of Cement Admixed With Water Proofing Compound Conforming To Is : 2645 And Approved By Engineer-In­ Charge. ( D ) Finishing The Surface With 20 Mm Thick Jointless Cement Mortar Of Mix 1:4 ( 1 Cement :4 Coarse Sand ) Admixed With Water Proofing Compound Conforming To Is : 2645 And Approved By Engineer-In-Charge Including Laying Glass Fibre Cloth Of Approved Quality In Top Layer Of Plaster And Finally Finishing The Surfacewith Trowel With Neat Cement Slurry And Making Pattern Of 300X300 Mm Square 3 Mmdeep. ( E ) The Whole Terrace So Finished Shall Be Flooded Withwater For A Minimum Period Of Two Weeks For Curingand For Final Test.All Above Operations To Be Done Inorder And As Directed And Specified By The Engineer­In-Charge : With Average Thickness Of 120 Mm Andminimum Thickness At Khurra As 65Mm. With Average Thickness Of 120 Mm And Minimumthickness At Khurra As 65 Mm. , Providing Gola 75X75 Mm In Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Stone Aggregate 10 Mm And Down Gauge ) , Including Finishing With Cement Mortar 1:3 ( 1 Cement : 3 Fine Sand ) As Per Standard Design : In 75X75 Mm Deep Chase , Making Khurras 45X45 Cm With Average Minimum Thickness Of 5 Cm Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate Of 20 Mm Nominal Size ) Over P.V.C. Sheet 1 M X 1 M X 400 Micron, Finished With 12 Mm Cement Plaster 1:3 ( 1 Cement : 3 Coarse Sand ) And A Coat Of Neat Cement, Rounding The Edges, Making And Finishing The Outlet Complete. , Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion, ( I ) Single Socketed Pipes. 110 Mm Diameter , Providing & Fixing Fibre Sclupture Shree Krishna Lord Size 8.50Mtr Heighas Per Drawing All Complete And Approved By Architect / Site-Incharge. , Pathways Work Excavating, Supplying, Stacking And Filling Of Local Earth ( Including Royalty ) By Mechanical Transport Upto A Lead Of 5Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Foundation Trenches, Plinth, Sides Of Foundation Etc. Complete For All Lift. , Filling With Available Fly Ash And Earth ( Excluding Rock ) In Trenches Or Embankment In Layers ( Each Layer Should Not Exceed 15 Cm ) , With Intermediate Layer Of Compacted Earth ( Soil Density Of 98% ) After Every Four Layers Of Compacted Depth Of Fly Ash, Sides & Top Layer Of Filling Shall Be Done With Earth Having Total Minimum Compacted Thickness 30 Cm Or As Decided By Engineer -In-Charge, Including Compacting Each Layer By Rolling / Ramming And Watering, All Complete As Per Drawing And Direction Of Engineer -In - Charge. , 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, For All Lift, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. All Kinds Of Soil. , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : 1:4:8 ( 1 Cement : 4 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 8 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources ) , Construction Of Granular Sub-Base By Providing Close Graded Material Conforming To Specifications, Mixing In A Mechanical Mix Plant At Omc, Carriage Of Mixed Material By Tippers To Work Site, For All Leads & Lifts, Spreading In Uniform Layers Of Specified Thickness With Motor Grader On Prepared Surface And Compacting With Vibratory Power Roller To Achieve The Desired Density, Complete As Per Specifications And Directions Of Engineer-In-Charge. With Material Conforming To Grade-I ( Size Range 75 Mm To 0.075 Mm ) Having Cbr Value-30 , 40 Mm Thick Rubbed Stone Flooring Over 20 Mm ( Average ) Thick Base Of Cement Mortar 1:5 ( 1 Cement : 5 Coarse Sand ) With Joints 3 Mm Thick, Side Buttered With Cement Mortar 1:2 ( 1 Cement : 2 Stone Dust ) Admixed With Pigment To Match The Shade Of Stone And Pointing With Same Mortar. Red Sand Stone , Providing And Laying At Or Near Ground Level Factory Made Kerb Stone Of M-25 Grade Cement Concrete In Position To The Required Line, Level And Curvature, Jointed With Cement Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) , Including Making Joints With Or Without Grooves ( Thickness Of Joints Except At Sharp Curve Shall Not To More Than 5Mm ) , Including Making Drainage Opening Wherever Required Complete Etc. As Per Direction Of Engineer-In-Charge ( Length Of Finished Kerb Edging Shall Be Measured To Calculate Volume For Payment ) . ( Precast C.C. Kerb Stone Shall Be Approved By Engineer-In-Charge ) . , Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade : New Work ( Two Or More Coat Applied @ 1.67 Ltr / 10 Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 0.90 Litre / 10 Sqm ) , Taking Out Existing Cc Interlocking Paver Blocks From Footpath / Central Verge, Including Removal Of Rubbish Etc., Disposal Of Unserviceable Material To The Dumping Ground, For Which Payment Shall Be Made Separately And Stacking Of Serviceable Material Within 50 Metre Lead As Per Direction Of Engineer-In-Charge. , Taking Out Existing Kerb Stones Of All Types From Footpath / Central Verge, Including Removal Of Mortar Etc., Disposal Of Unserviceable Material To The Dumping Ground, For Which Payment Shall Be Made Separately And Stacking Of Serviceable Material Within 50 Metre Lead As Per Direction Of Engineer-In-Charge. , Providing And Fixing Stainless Steel ( Grade 304 ) Railing Made Of Hollow Tubes, Channels, Plates Etc., Including Welding, Grinding, Buffing, Polishing And Making Curvature ( Wherever Required ) And Fitting The Same With Necessary Stainless Steel Nuts And Bolts Complete, I / C Fixing The Railing With Necessary Accessories & Stainless Steel Dash Fasteners , Stainless Steel Bolts Etc., Of Required Size, On The Top Of The Floor Or The Side Of Waist Slab With Suitable Arrangement As Per Approval Of Engineer-In Charge, ( For Payment Purpose Only Weight Of Stainless Steel Members Shall Be Considered Excluding Fixing Accessories Such As Nuts, Bolts, Fasteners Etc. ) . , Sitc Of 300Mm Long Rigid Architectural 3000K Led Linear Light With Integral Driver & Housing Of Extruded Aluminium Alloy 6063 Grade & Die-Cast Aluminium End Caps. The Luminaire Shall Have Electrostatically Applied Polyester Powder Coating Finish. The Luminaire Width Shall Be 45Mm & Height Of 55Mm Without Brackets. The Luminaire’S Integrated Brackets Shall Be Made Of Extruded Aluminium & The Same Shall Be So Designed That The Luminaire Can Be Tilted ±95°. The Luminaire Shall Have Silicon Glue Between Optical Cover & Led Chamber To Ensure Proper Ip66 Protection. The Luminaire Shall Be Equipped With High-Power Cree, Osram, Lumiled Or Equivalent. The Fixture Shall Have 15°X15° / 17° Beam Angle & The Lens Shall Be Made Of Anti-Aging & Anti Uv-Pmma Material. The Leds Shall Have Minimum Cri =90 & Shall Have Sdcm=4. The Fixture Shall Come With Power & Dmx Cable Of Minimum 300Mm Length. The Fixtures Shall Be Installed With Have Ip67 Connectors. The Luminaire Shall Have System Wattage 20W.Fixture Must Have Operating Temperature Range Of -40°C To 50°C. The Fixture Shall Have An Integral Driver With Input Voltage For 220-240 Vac, 50 / 60Hz. The Luminaire Shall Have Declared Life Of 50, 000 Burning Hours At L70b50 @ 35Deg. The Luminaire Shall Have Class I Insulation.The Luminaire Shall Be Compatible With Dmx512 Controller. Luminaire, Driver, Controller & Accessories Of Same Make To Avoid Any Distrust & After Sales Service. The Luminaire Shall Be Capable Of Digital Dimming Of 65536 Steps. The Bidder Shall Submit The Online Product Link For Data Sheets / Parameters. Rohs Compliance Alone With Ce Certificate, Luminaire Bis Certificate Shall Be Uploaded Along With Technical Bid. Complete In All Respect Including Accessories Such As Leader / Jumper Cable, Connectors, Hardware, Packing, Forwarding, Handiling, Loading / Unloading, Security, Upkeep And Operation & Maintenance For 5 Yearsincluding Replacement, Rectification Of Faulty Luminaires Etc. , Sitc Of 1000Mm Long Rigid Architectural 3000K / Blue Led Linear Light With Integral Driver & Housing Of Extruded Aluminium Alloy 6063 Grade & Die-Cast Aluminium End Caps. The Luminaire Shall Have Electrostatically Applied Polyester Powder Coating Finish. The Luminaire Width Shall Be 45Mm & Height Of 55Mm Without Brackets. The Luminaire’S Integrated Brackets Shall Be Made Of Extruded Aluminium & The Same Shall Be So Designed That The Luminaire Can Be Tilted ±95°. The Luminaire Shall Have Silicon Glue Between Optical Cover & Led Chamber To Ensure Proper Ip66 Protection. The Luminaire Shall Be Equipped With High-Power Cree, Osram, Lumiled Or Equivalent. The Fixture Shall Have 15°X15° / 17° Beam Angle & The Lens Shall Be Made Of Anti-Aging & Anti Uv-Pmma Material. The Leds Shall Have Minimum Cri =90 & Shall Have Sdcm=4. The Fixture Shall Come With Power & Dmx Cable Of Minimum 300Mm Length. The Fixtures Shall Be Installed With Have Ip67 Connectors. The Luminaire Shall Have System Wattage 50W.Fixture Must Have Operating Temperature Range Of -40°C To 50°C. The Fixture Shall Have An Integral Driver With Input Voltage For 220-240 Vac, 50 / 60Hz. The Luminaire Shall Have Declared Life Of 50, 000 Burning Hours At L70b50 @ 35Deg. The Luminaire Shall Have Class I Insulation.The Luminaire Shall Be Compatible With Dmx512 Controller. Luminaire, Driver, Controller & Accessories Of Same Make To Avoid Any Distrust & After Sales Service. The Luminaire Shall Be Capable Of Digital Dimming Of 65536 Steps. The Bidder Shall Submit The Online Product Link For Data Sheets / Parameters. Rohs Compliance Alone With Ce Certificate, Luminaire Bis Certificate Shall Be Uploaded Along With Technical Bid. Complete In All Respect Including Accessories Such As Leader / Jumper Cable, Connectors, Hardware, Packing, Forwarding, Handiling, Loading / Unloading, Security, Upkeep And Operation & Maintenance For 5 Yearsincluding Replacement, Rectification Of Faulty Luminaires Etc. , Sitc Of Circular Shape Architectural 3000K Led Flood Light With Integral Driver & Housing Made Of Die-Cast Aluminium Alloy - Adc12.The Luminaire Shall Have Electrostatically Applied Polyester Powder Coating Finish. The Luminaire Bracket Shall Be Made Of Cold-Rolled Steel & Shall Be So Designed That The Luminaire Can Be Tilted To ±90°. The Bracket Shall Have Locking Mechanism To Fix & Secure The Desired Tilt Angle. The Luminaire Shall Have Silicon Gasket Between Optical Cover & Led Chamber To Ensure Proper Ip66 Protection. The Luminaire Must Have A Breather Gland. The Luminaire Shall Be Equipped With High-Power Cree, Osram, Lumiled Or Equivalent. The Fixture Shall Have 3°-3.5° / 10° / 15° Beam Angle & The Lens Shall Be Made Of Anti-Aging & Anti Uv-Pmma Material. The Leds Shall Have Minimum Cri =80 For White Light & Shall Have Sdcm=4. The Fixture Shall Come With Power & Dmx Cable Of Minimum 100Mm Length. The Fixtures Shall Be Installed With Have Ip67 Connectors. The Luminaire Shall Have System Wattage 50W. Fixture Must Have Operating Temperature Range Of -40°C To 50°C. The Fixture Shall Have An Integral Driver With Input Voltage For 220-240 Vac, 50 / 60Hz. The Luminaire Shall Have Declared Life Of 50, 000 Burning Hours At L70b50 @ 35Deg. The Luminaire Shall Have Class I Insulation.The Luminaire Shall Be Compatible With Dmx512 Controller.Luminaire, Driver, Controller & Accessories Of Same Make To Avoid Any Distrust & After Sales Service. The Luminaire Shall Be Capable Of Digital Dimming Of 65536 Steps. The Bidder Shall Submit The Online Product Link For Data Sheets / Parameters. Rohs Compliance Alone With Ce Certificate, Luminaire Bis Certificate Shall Be Uploaded Along With Technical Bid. Complete In All Respect Including Accessories Such As Leader / Jumper Cable, Connectors, Hardware, Packing, Forwarding, Handiling, Loading / Unloading, Security, Upkeep And Operation & Maintenance For 5 Yearsincluding Replacement, Rectification, Programming Of Faulty Luminaires Etc. , Sitc Of Exterior Ip68 Led 2500K Flexible Light Strip Of 5 Mtr Standard Length With 10-15 Watt Per Meter Which Can Be Compatible With The Dmx / Ethernet Controller. Luminaire Light Beam Spread - 110°, The Strip Should Have Ip 68 Protection And Is Offered Ip 67 Rated Connector To Join The Led Strips Incontinuity. The Luminaire Must Be Offered With Aluminum Channel For Mounting The Strip Lights. The Product Should Be Complete With All Accessories And Driver.Bidder To Ensure Luminaire, Driver, Controller & Accessories Of Same Make To Avoid Any Distrust & After Sales Service. The Luminaire Shall Be Capable Of Digital Dimming Of 65536 Steps. The Bidder Shall Submit The Online Product Link For Data Sheets / Parameters. Rohs Compliance Alone With Ce Certificate, Luminaire Bis Certificate Shall Be Uploaded Along With Technical Bid. Complete In All Respect Including Accessories Such As Leader / Jumper Cable, Connectors, Hardware, Packing, Forwarding, Handiling, Loading / Unloading, Security, Upkeep And Operation & Maintenance For 5 Yearsincluding Replacement, Rectification, Programming Of Faulty Luminaires Etc.Supply Installation Commissioning Of Following Sizes Of Power And Data Cable As Mentioned: , 3 X 2.5 Sqmm Cu Unarmored Multistrand , 5 X 6 Sqmm Cu Unarmored Multistrand , 2 X 10 Sqmm Al Armoured , 4 X 16 Sqmm Al Armoured , 3.5 X 35 Sqmm Al Armoured , 3.5 X 95 Sqmm Al Amrd , Supply And Fixing Of Horizontal Air Termination ( Roof Conductor ) Of 25Mm X 3Mm G.I. Strip, G.I. Clamps On Surface Complete In All Respects , Supply And Burring Of Safe Earthing Electrode T-19, ( Hot Dip Galvanized ) , Length Up To 3000Mm, Outer Dia 50 Mm Inner Dia 25 Mm, Terminal Dia 12Mm, Outer Gi Pipe Of 16 Swg And Inner Gi Pipe Of 12 Swg With Hot Dip Galvanization Up To 100 Micron Filled With Crystalline Conductive Mixture ( Ccm ) Having Anti Corrosive & Conductive Property With 50 Kgs Activated Soil ( Bfc ) Capable Of Reducing The Soil Resistivity With Good Mixture Of Retaining Capacity , S&F Of 40 Amp. 4 Pole. Isolator , S&F Of 6 Amp. To 32 Amp. Dp Mcb ( 10 Ka ) C Curve , Cable Entry Junction Boxes Ip66 Hensel Cat Refdk0606 , Cable Entry Junction Boxes Ip66 Hensel Cat Refkf3535 B , Synthetic Glands With Lock Nutcat Ref: 1545.25.17 + 8220.40 , Fabrication Of Ms Clamp For Mounting And Suspension Of Fixtures Over The Bridge Along With An Enclosure To Avoid Damage Of The Fixture , Supply, Installation, Testing And Commissioning Of Pvc Pipe Of Size 20 Mm As Per Requirement For Cable Layingand Its Protection. , Supply, Installation, Testing And Commissioning Of Pvc Pipe Of Size 40 Mm Mm As Per Requirement For Cable Layingand Its Protection. , Supply, Installation, Testing And Commissioning Of Electrical Panel With Servo Bypass Swith On Incomer Having 20A Mccb With Surge Protection Device For All Phases With Minimum 6 No Outgoing Of 32A 4P Mccba Compartment Having Two Switches For Safekeeping The Controller And Other Necessary Equipments , Supply, Installation, Testing And Commissioning Of Oil Cooled Servo Stabilizer Of 5 Kw Three Phase With Enclosure And Connection To The Main Panel. With Rating Of 180-250 V Stabilizong And Maintaining A Fixed Voltage Output Of 220Volt For The Entire System. , Less 5% On Total Amount As Per Sanction Govt. Order

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 15-Mar-2024 date extend Date 16-03-2024

Key Value

Document Fees
INR 5900 /-
EMD
INR 1076000.0 /-
Tender Value
INR 1.75 Crore /-
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