Tender For Labour Engaged For Desilting,Readjustment Of Manholes Covers, Diverting The Direction Of Water De ... in India

Work Detail

Tender for Labour Engaged For Desilting,Readjustment Of Manholes Covers, Diverting The Direction Of Water Dewatering During The Execution Of Work And Disposal Away From Site. , Dismantling Tile Work In Floors And Roofs Laid In Cement Mortar Including Stacking Material Within 50 Meters Lead For Thickness Of Tiles Above 25 Mm And Upto 40 Mm. , Dismantling Dressed Stone Work Ashlar Face Stone Work, Marble Work Or Precast Concrete Work Manually/By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meters Lead As Per Direction Of Engineer-In-Charge: 15.10.1 In Lime Mortar , Dismantling Roofing Including Ridges, Hips Valleys And Gutters Etc., And Stacking The Material Within 50 Meters Lead Of : 15.28.1 G.S. Sheet , Dismantling Of Flexible Pavement (Bituminous Courses) By Mechanical Means And Disposal Of Dismantled Material Upto A Lead Of 1 Kilometer, As Per Direction Of Engineer-In-Charge. , Dismantling Manually/ Mechanically Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meters Lead As Per Direction Of Engineer-In-Charge: Bituminous Road. , Demolishing Lime Concrete Manually/By Mechanical Means And Disposal Of Material Within 50 Meters Lead As Per Direction Of Engineer-In-Charge. , Demolishing Brick Work Manually/By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meters Lead As Per Direction Of Engineer-In-Charge:In Cement Mortar , Demolishing Cement Concrete Manually/By Mechanical Means Including Disposal Of Material Within 50 Meters Lead As Per Direction Of Engineer-Incharge: 15.2.1 1:3:6 Or Richer Mix (I/C Equivalent Design Mix) , Demolishing Reinforced Cement Concrete Work Manually/By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material Within 50 Meters Lead As Per Direction Of Engineer-In-Charge. , Demolishing R.B Work Manually/By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material Within 50 Meters Lead As Per Direction Of Engineer-In-Charge. , Extra For Every Additional Lift Of 1.5 M Or Part Thereof In Excavation/Banking Excavated Or Stacked Material :All Kinds Of Soil : , Earth Work In Excavation By Manual Means In Trenches For Foundations, Drains, Pipes, Cables Etc. (Not Exceeding 1.5 M In Width) And For Shafts, Wells, Cesspits And The Like Not Exceeding 10 Sqm On Plan, Including Dressing Of Sides And Ramming Of Bottoms Lift Upto 1.5 M, Including Getting Out Excavated Earth And Disposal Of Surplus Excavated Earth As Directed: All Kinds Of Soil : , Earth Work In Bulk Excavation By Mechanical Means (Hydraulic Excavator) Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 M2 On Plan) Including Disposal Of Excavated Earth Lead Upto 50 Meters And Lift Upto 1.5 M, As Directed By Engineer-In-Charge. All Kinds Of Soil : , Earth Work In Surface Excavation Not Exceeding 30 Cm In Depth But Exceeding 1.5 M In Width As Well As10 Sqm On Plan Including Disposal Of Excavated Earth, Leadupto50meterand Lift Upto 1.5M, As Directed By Engineer-In-Charge.All Kinds Of Soil : , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) In Trenches For Foundations, Drains, Pipes, Cables Etc. (Not Exceeding 1.5 M In Width) And For Shafts, Wells, Cesspits And The Like Not Exceeding 10 Sqm On Plan, Including Dressing Of Sides And Ramming Of Bottoms Lift Upto 1.5 M, Including Getting Out Excavated Earth And Disposal Of Surplus Excavated Earth As Directed, Within A Lead Of 50 Metres:All Kinds Of Soil : , Carriage Of Materials By Mechanical Transport Including Loading / Unloading & Stacking Complete Sand For An Avg Distance Of 5 Kms , Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With:1:4:8 (1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size) , Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With: 4.4.8 1:5:10 (1 Cement : 5 Coarse Sand : 10 Graded Stone Aggregate 40 Mm Nominal Size) , Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With:1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size) , Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With:1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size) , Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete Including Curing But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement. All Works Upto Plinth Level 1:1½:3 (1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size) , Providing And Laying Cement Concrete In Retaining Walls, Return Walls, Walls (Any Thickness) Including Attached Pilasters, Columns, Piers, Abutments, Pillars, Posts,Struts, Buttresses, String Or Lacing Courses, Parapets, Coping, Bed Blocks, Anchors Blocks, Plain Window Sills, Fillets Etcupto Floor V Level, Including Curing But Excluding The Cost Of Centring, Shuttering And Finishing With.1:3:6 (1 Cement : 3 Coarse Sand : 6 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 Upto Floor Five Level Including Curing But Excluding Cost Of Centering Shuttering, Finishing And Reinforcement. 1½:3 (1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size) , Providing And Laying In Position Ready Mixed M-25 Grade Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix, Manufactured In Fully Automatic Batching Plant And Transported To Site Of Work In Transit Mixer For All Leads, Having Continuous Agitated Mixer, Manufactured As Per Mix Design Of Specified Grade For Reinforced Cement Concrete Work Including Pumping Of R.M.C. From Transit Mixer To Site Of Laying , Excluding The Cost Of Centering, Shuttering Finishing And Reinforcement Including Cost Of Admixtures In Recommended Proportions As Per Is : 9103 To Accelerate/ Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of The Engineer- In - Charge. Note: - Cement Content Considered In This Item Is @ 330 Kg/ Cum. Excess/ Less Cement Used As Per Design Mix Is Payable/ Recoverable Separately.All Works Upto Plinth Level , Providing And Laying In Position Ready Mixed M-25 Grade Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix, Manufactured In Fully Automatic Batching Plant And Transported To Site Of Work In Transit Mixer For All Leads, Having Continuous Agitated Mixer, Manufactured As Per Mix Design Of Specified Grade For Reinforced Cement Concrete Work Including Pumping Of R.M.C. From Transit Mixer To Site Of Laying , Excluding The Cost Of Centering, Shuttering Finishing And Reinforcement Including Cost Of Admixtures In Recommended Proportions As Per Is : 9103 To Accelerate/ Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of The Engineer- In - Charge. Note: - Cement Content Considered In This Item Is @ 330 Kg/ Cum. Excess/ Less Cement Used As Per Design Mix Is Payable/ Recoverable Separately. All Works Above Plinth Level Upto Floor V Level , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Work For: Foundations, Footings, Bases For Columns , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Work For Retaining Walls, Return Walls, Walls (Any Thickness) Including Attached Pilasters Buttresses, Plinth And String Course Fillets, Kerbs Andsteps Etc. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: Lintel, Beams, Plinth Beams, Girders, Bressumers And Cantilevers , 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:Edges Of Slabs And Breaks In Floors And Walls , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: Suspended Floors, Roofs, Landings, Balconies And Access Platforms. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: Arches, Domes, Vaults Upto 6 M Span , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level With Cold Twisted Bar , Steel Work Welded In Built Up Sections/Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer Using Structural Steel Etc. As Required.In Gratings, Frames, Guard Bar, Ladder, Railings, Brackets, Gates And Similar Works. , Structural Steel Work In Built Up Sections, Trusses And Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. Welded , Providing And Laying River Bed Material On The Road Surface By Way Of Spreading The Same In Uniform Layer Not Exceeding 20Cm In Depth, Watering And Compacting With Vibratory Power Road Roller Of 8-10 Tonne Capacity Incl Carriage Of Material From Source To Site Of Work (All Leads , Lifts Complete).The Measurement Is To Be Taken Of Compacted / Finished Work. , Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20 Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Upto 50 M And Lift Upto 1.5 M. , Surface Dressing Of The Ground Including Removing Vegetation And In-Equalities Not Exceeding 15 Cm Deep And Disposal Of Rubbish, Lead Upto 50 M And Lift Upto 1.5 M In -All Kinds Of Soil. , Providing And Fixing 60Mm Interlocked Paver Tile Over A Layer Of Cement Mortar 1:4 Mix Incl Filling Of Joints With Cement Mortar 1:3 (Complete Job) , Providing And Laying Factory Made Chamfered Edge Cement Concrete Paver Blocks In Footpath, Parks, Lawns, Drive Ways Or Light Traffic Parking Etc, Of Required Strength, Thickness & Size/ Shape, Made By Table Vibratory Method Using Pu Mould, Laid In Required Colour & Pattern Over 50Mm Thick Compacted Bed Of Sand, Compacting And Proper Embedding/Laying Of Inter Locking Paver Blocks Into The Sand Bedding Layer Through Vibratory Compaction By Using Plate Vibrator, Filling The Joints With Sand And Cutting Of Paver Blocks As Per Required Size And Pattern, Finishing And Sweeping Extra Sand Complete All As Per Direction Of Engineer-In-Charge. 80 Mm Thick cement concrete Paver Block Of M-30 Grade With Approved Color Design And Pattern. , 12Mm Cement Plaster Of Mix: 1 : 6 ( 1 Cement : 6 Fine Sand) , 12Mm Cement Plaster Of Mix: 1 : 4 ( 1 Cement : 4 Fine Sand) , Brick Work With Common Burnt Clay (Non-Modular) Bricks Of Class Designation 7.5 In Foundation And Plinth Including Curing In : Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand) , Extra For Brick Work With Common Burnt Clay Bricks/Cement Concrete Bricks In Superstructure Above Plinth Level Upto Floor Five Level , Tile Brick Masonry With Common Burnt Clay Tile Bricks Of Class Designation 10 In Foundation And Plinth Including Curing Complete In: Lime Mortar 1:1:1 (1 Lime Putty : 1 Surkhi : 1 Fine Sand) , Providing And Laying Bituminous Macadam Using Crushed Stone Aggregates Of Specified Grading Premixed With Bituminous Binder, Transported To Site By Tippers, Laid Over A Previously Prepared Surface With Paver Finisher Equipped With Electronic Sensor To The Required Grade, Level And Alignment And Rolling With Smooth Wheeled, Vibratory And Tandem Rollers As Per Specifications To Achieve The Desired Compaction And Density, Complete As Per Specifications And Directions Of Engineer-In-Charge. 50 To 100 Mm Average Compacted Thickness With Bitumen Ofgrade Vg-30 @ 3.5% (Percentage By Weight Of Total Mix) Prepared In Drum Type Hot Mix Plant Of 60-90 Tph Capacity , Supplying,Stacking, Laying, Spreading And Compacting Graded Stone Aggregate To Wet Bound Macadam (Wbm-Iii) With Graded Crushed Stone Aggregate Of Size 53Mm To 22.4 Mm In Uniform Thickness,Hand Picking , Rolling With Vibratory Roller 8-10 Tonne Capacity In Stages To Proper Grade And Camber,Applying And Brooming Requisite Type Screening / Binding Material To Fill Up Interstices Of Coarse Aggregate,Watering And Compacting To The Required Density.Complete Job , Providing And Applying Tack Coat Using Hot Straight Run Bitumen Of Grade - Vg-30, Including Heating The Bitumen, Spraying The Bitumen With Mechanically Operated Spray Unit Fitted On Bitumen Boiler, Cleaning And Preparing The Existing Road Surface As Per Specifications. On Bitumen Surface @ 0.50 Kg/Sqm. , Providing And Applying Tack Coat Using Hot Straight Run Bitumen Of Grade - Vg-30, Including Heating The Bitumen, Spraying The Bitumen With Mechanically Operated Spray Unit Fitted On Bitumen Boiler, Cleaning And Preparing The Existing Road Surface As Per Specifications.16.38.1 On W.B.M. @ 0.75 Kg/Sqm. , Providing And Laying Seal Coat Of Premixed Fine Aggregate (Passing 2.36 Mm And Retained On 180 Micron Sieve) With Bitumen Using 128 Kg Of Bitumen Of Grade Vg-30 Bitumen Per Cum Of Fine Aggregate And 0.60 Cum Of Fine Aggregate Per 100 Sqm Of Road Surface Including Rolling And Finishing With Road All Complete , 2.5 Cm Premix Carpet Surfacing With 2.25Cum And 1.12 Cum Of Stone Chippings Of 13.2 Mm And 11.2Mm Size Respectively Per 100 Sqm And 52 Kg And 56 Kg Of Hot Bitumen Per Cum Of Stone Chippings Of 13.2 Mm And 11.2 Mm Size Respectively Including A Tack Coat With Hot Straight Run Bitumen Including Consolidation With Road Roller Of 6 To 9 Tonne Capacity Etc. Complete (Tack Coat To Be Paid For Separately). Vwith Paving Asphalt Grade Vg-30 With No Solvent , 10Cm Thick (Average) Mud Phaska Of Damped Brick Earth On Roofs Laid To Slope Consolidated And Plastered With 25 Mm Thick Mud Mortar Mixed With Bhusa At 35Kg Per Cum Of Earth And Gobri Leaping With Mix 1:1 (1 Clay: 1 Cow Dung) And Covered With Specified Tile Bricks Grouted With Cement Mortar 1:3 (1 Cement: 3 Fine Sand) Mixed With 2% Of Integral Water Proofing Compound By Weight Of Cement And Finishing Neat. 12.25.1 With Common Burnt Clay (Non Modular) Brick Tiles Of Class Designation 10.0 , Providing And Fixing Precoated Galvanized 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. , Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories0.50 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 : 12.24.1 Ridges Plain (500 - 600Mm) 12.24.2 Flashings/ Aprons.(Upto 600 , Providing And Fixing 1Mm Thick M.S. Sheet Door With Frame Of 40X40x6mm Angle Iron And 3Mm M.S. Gusset Plates At The Junctions And Corners, All Necessary Fittings Complete, Including Applying A Priming Coat Of Approved Steel Primer. Using Flats 30X6mm For Diagonal Braces And Central Cross Piece. , Providing And Applying White Cement Based Putty Of Specified Thickness, Of Approved Brand And Manufacturer, Over The Plastered Wall Surface To Prepare The Surface Even And Smooth Complete. 2 Mm Thick , Wall Painting With Acrylic Emulsion Paint Of Approved Brand And Manufacture To Give An Even Shade. Two Or More Coats On New Work , Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade. Two Or More Coats On New Work , Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade On New Work (Two Or More Coats Applied @ 1.67 Liter/10Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 2.20Kg/10Sqm) , Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% And Conforming To Is:15622 Of Approved Make, In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 (1Cement :4 Coarse Sand) Including Grouting The Joints With White Cement And Matching Pigments Etc. Complete Size Of Tile 600X600 Mm , Chequerred Precast Cement Concrete Tiles 22Mm Thick In Footpath And Courtyard, Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of The Tiles, Including Rubbing, Cleaning And Curing Complete, On 20 Mm Thick Bed Of Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand) . Dark Shade Using Ordinary Cement. , Providing And Fixing 15 Mm Nominal Bore C.P. Brass Bib Cock Of Approved Quality Conforming To Is : 8931 , Providing And Fixing 15 Mm Nominal Bore C.P. Brass Long Nose Bib Cock Of Approved Quality Conforming To Is Standards And Weighing Not Less Than 810 Gms. , Providing And Fixing Of Pvc Pipe With All Fitting Complete Job , Providing And Fixing Of Pvc Pipe With All Fitting Complete Job , Providing And Fixing On Wall Face Un-Plasticized 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 75 Mm Diametre , Providing And Fixing Of Pvc Including All Fitting With Complete Job , Providing And Fixing Of Pvc Bend With All Fitting With Complete Job , Providing And Inserting Upvc Pipe ( Working Pressure4kg/ Cm2) Single Sockted Pipe 110 Mm Dia , Providing And Fixing G.I. Pipes Complete With G.I. Fittings And Clamps, Including Cutting And Making Good The Walls Etc.: Internal Work-Exposed On Wall 15 Mm Dia. Nominal Bore , Dumping Of Stone Including Cost Of Stone Filling, Including Supply Of Stone And Carriage Complete Job , Providing And Placing On Terrace (At All Floor Levels) Polyethylene Water Storage Tank Isi : 12701 Marked, With Cover And Suitable Locking Arrangement And Making Necessary Holes For Inlet, Outlet And Overflow Pipes But Without Fittings And The Base Support For Tank , Supply Of Wire Crates Of Approved Mesh Including Weaving Binding Sides And Partitionsand Binding Top After Filling Complete Job. , Extra For Every Additional Lift Of 1.5 M Or Part There Of Beyond 1.5 M Height For Hand-Packing Of Stones In Wire-Crates , Providing And Fixing Of Weep Hole With Pvc Pipe Of 100 Mm Dia Complete Job , Providing And Fixing Of Weep Hole With Pvc Pipe Of 110 Mm Dia Complete Job , Stone Work In Super Structure Upto Floor Five Level In Cement Mortar 1:6 ( 1 Cement :6 Coarse Sand) Including Pointing With Cement Mortar 1:2 ( 1 White Cement: 2 Stone Dust) With An Admixture Of Pigment Matching The Stone Shade And Curing Complete: White Sand Stone , Stone Work Plain Ashlar In Super Structure Upto Floor Five Level In Cement Mortar 1:3 ( 1 Cement :3 Coarse Sand) Including Centering, Shuttering And Pointing With Cement Mortar 1:2 ( 1 White Cement: 2 Stone Dust) With An Admixture Of Pigment Matching The Stone Shade And Curing Complete: Red Sand Stone B White Sand Stone , Plastering With Lime Surkhi Mortar Of 20Mm Thickness Including Preparation Of Mortar, Tamping, Curing, Prepared By Traditional Methods Including Mixing Of Gur, Tamarind Water, Dal Etc. As Per Tradition, The Work Is To Be Done With All Leads And Lifts, Surfaces To Be Plastered Shall Be Thoroughly Cleaned Of All Dust, Grease, Oil Etc. All Surfaces Should Be Kept Damp During The Progress Of Work. The Engineer-In-Charge Will Inspect And Approve All Preparatory Work. Curing To Be Done For 21 Days By Means Of Spraying , Roviding And Applying Lime Kara 1:2 (1 Lime: 2 Zikki Powder) Grinding Mortar With Grinding Mill/Manually On Lime Base, On All Flat Surface In Two Coats. First Coat Applying 3 To 4 M Thick And Curing Properly At Least 7 Days, Second Finishing Coat Done After 7 Days Of Previous Coat As Per Tradtional Practice (Thickness Not More Than 6Mm). , Providing Protective Coating Of Water Repellent Siloxane (Transparent In Color) Through Brush Or Spray Until Complete Impregnation Over Completely Cleaned And Dried Stone Or Plastered Surface To Reduce The Absorption Of Water , Taking Out Existing cement concrete 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 Meter Lead As Per Direction Of Engineer-In-Charge. , Providing And Fixing Steel (White Powder Coated) Crescent Lock For Upvc Sliding Window/ Door With Necessary Screws Etc. Complete , Providing And Fixing Of Steel Banches , Providing And Fixing Glass Panes With Putty And Glazing Clips In Steel Door/ Windows/ Clerestory Window All Complete With 5.00Mm Thick Glass Panes Complete Job , Providing And Fixing Of Soap Dish , Providing And Fixing Inaugration Plate Including Writing Etc. Complete Job. , Removal Of Excavated Mulba Dismantled Or Unserviceable Material From The Site Of Work By Mechanical Transport Or Animal Transport Or Otherwise Including Loading/Unloading(Complete Job) , Carriage Of Materials By Mechanical Transport Including Loading / Unloading & Stacking Complete Sand For An Average Distance Of 7 Kms By Mt. , Providing Sand Stone Slab For Roofing And Laying Them In Cement Mortar 1 : 4 , Electrification Items : Supply, Installation, Testing & Commissioning Of 5 Mtr Height Decorative Pole Made Of Galavnised Mild Steel Pipe Duly Polyurethane (Pu) Paint Coated With 1 Mtr. Long Double Arm Designer Bracket Is Made Of Round Tube Conforming To Is 1161. The Pole(Od Of 114.3Mm And Thickness-3.6Mm) With Bracket Is Given Pre-Treatment And Finished With Pu Paint Giving It A Pleasing Appearance And Antique Finish. Pole Shall Be Available To Hot Dip Galvanize The Tube Before Painting. Foundation Bolt Size Shall Be 20X600x4nos. With Base Plate Size 300X300x12mm. A Door Is Provided With Electrical Accessories (Connector, Bakelite Sheet And 6 annual periodical maintenance Single Pole Mcb, Cable Looping Termional For 4X4/6Sqmm Copper Cable). Aluminium Casting In Golden Ring Form At Bottom, Middle, Top Of The Pole. The Pole Will Be Supplied With Brackets And Luminaire Combinations To Suit The Requirement. Branding Name Shall Be Embossed At The Bottom Near Junction/Mcb Box. Sticker Not Allowed In The Form Of Company Branding. Pole Shall Be Supplied With Outdoor Post Top Luminaire Of 45 Watt Ip67 Mounted In Suspension Type Having An Approximate Size Of 460Mm Outer Diameter And 635Mm Height, Housing - Aluminium With Designer Steel Aesthetic Crown, Optical Grade Opal Injection Moulded/Clear Polycarbonate Diffuser And Graphite Grey Uv Resistant Colour,Constant Current Electronic, Driver Provided With High Voltage ,Open & Short Circuit Protection And Ambient Temperature -10C To +40C. Supply 150V- 240V Power Factor 0.95 ,Thd = 20% Internal Surge Protection Of 4Kv With Following Specification Of Light Engine For 45W : 4500Lumens, Cct 3000K ±500 Cct ,Cri 70 And Lumen Maintenance Of L70 At 50000 Hours Ip 65 Connectors,Accessories Etc Complete With All Repects. Design Of Pole Should Be Such That It Should Maintains Proper Illumination On Both Side.(Analysis Attached) , Led Flood Light, Powder Coated Pressure Die Cast Aluminium (System Lumen Efficacy =105 120 Lm/Watt). Supplying, Installation, Testing & Commissioning Of Flood Light, Powder Coated Pressure Die Cast Aluminium Body With Built In Or Separate Driver As Per The Requirement With Driver Efficiency 85%, Input Voltage: Input Voltage: 140-270 Volt Ac, Frequency 50/60 Hz, Operating Temp Range -5 0C To 50 0C, Internal Surge Protection Of 5 Kv L,N,E As Per Iec 61000-4-5, Driver Efficiency 85%,Thd 10% As Per Iec 61000-3-2, P. F.=0.95, Ip-66,Ik-10, Cri 70, Under Voltage And Over Voltage Protection, Emi-Emc As Per Cispr -15, Lenses For Beam Angle 30 Deg-120Deg As Per The Application And The Project Requirement., Suitable Tilt Able Fitting, Life Time (Led, Driver & Electrical Circuitry) Of Minimum 50000 Burning Hours With 70% Of Initial Lumen Maintained Till Life Ends As Per Lm80 Extrapolation Ies Tm-21-11 Report, Cct 3000°K / 4000°K / 5700°K /6500°K (As Per Ansi Bin) , Sdcm(Standard Deviation Color Matching) 5, Maximum Power Consumption Should Not More Than The Specified Rating And Fixture Shall Be Ofrelevant Bis Standard Complete In All Respect I/C External Connections With 1.5 Sq Mm Frls/Hffr, Pvc Insulated Copper Conductor Single Core Cable And Earthing Etc. As Required With Minimum 5 Year Oem Warranty. System Lumen Efficacy =105 120 Lm/Watt Output .Lm79 & Lm80 Test Report And All Testing Required For Led Fixtures As Per Bis Shall Be Submitted.. Shape Size And Cct Shall Be As Approved By Engineer-Incharge As Per Requirement. (Thermal Management: Heat Sink Of Aluminium Housing Such That Led Junction Temperature Shall Not Rise Above 90°C). 250 Watt , Led Linear Profile (Ac) Led Rgb/Rgbww/ Rgbnw/Rgba/Rgbw, Linear Profile / Wall Washer Luminaire For Façade Lighting With Aluminium Extruded/ Die Cast Housing With Inbuilt Driver Of Following Wattage. Wattage Per Meter 25W , Supply, Installation, Testing & Commissioning Of 1.1 Grade, 4Cx10 Sqmm Al. Armoured Xlpe Sheathed Cable Including Termination (Along With Lugs) , Providing And Fixing Of Gi Pipe 50 Mm Dia , Feeder Pillar 1 Phase 2 Wire, 415V, 1Nos Of 100 Amps Incoming Sp Mccbs Fitted With Outgoing 04 No 32 Amps Sp Mcbs For Service Connections, Distribution Service Pillar Suitable For Outdoor Installation , Made Out Of Crca Sheet Painted Through 7-Tank Process With Pu Painted Busbars 2P, Aluminium With Heat Shrinkable Sleeves And Adequate Capacities Complete With All Accessories 4 Way Distribution Service Pillar. Support Galvanised Angle Frame And Legs (40Mm X 40 Mm X 3Mm) For Distribution Feeder Pillar With Leg Height 1M With 0.3M In Soil Approx 7M@1.8Kg Per Mtr, Earthing Complete By Gi Pipe 40 Mm Or Gi Rod 20Mm 2.5 Mtr Long Through Gi Strip.Cement Grouting For Support Angle Legs, Spares @ 3%, Erection Charges @10%, Overheads @ 5% (1.0% T&P 0.5% Storage And Handling , 3% Contingency And Safety Equipments, 0.5% Insurance) And Turnkey Factor @25% With Astronomical Timer. , Earthing With Copper Earth Plate 600Mm * 600Mm * 3 Mm Thick Including Accessories, And Providing Masonry Enclosure With Cover Plate Having Locking Arrangement And Watering Pipe Of 2.7 Meter Long Etc. With Charcoal/Coke And Salt As Required. , Wiring For Light Point/Fans Point/Exhaust Fan Point/ Call Bell Point With 1.5 Sq.Mm Frls/Hffr Pvc Insislated Copper Conductor Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit, With Modular Switch, Modular Plate, Suitable Gf Box And Earthing The Point With 1.5 Sq.Mm Frls/Hffr Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. Group-A , Add For Vetting Charges Consultency And Contigencies Of Gate.

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