View Bid Results For Asphalt Finisher Tenders

We found 55 Bid Results related to asphalt finisher tenders. You can find Contractor details who won asphalt finisher tenders along with contract details in Bid awards announcements section.

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1.
Public Administrative Department #11276744 Technical Bid
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 , Dismantling Roofing Including Ridges, Hips Valleys And Gutters Etc., And Stacking The Material Within 50 Meters Lead. , 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 Cement Concrete Manually/By Mechanical Means Including Disposal Of Material Within 50 Meters Lead As Per Direction Of Engineer-Incharge:1:4:8 Or Leaner Mix (I/C Equivalent Design Mix) , 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. , 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 : , 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) , 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. , Hand-Packing Stones In Wire-Crates; Excluding Cost Of Crates And Stones , 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. , Pvc Bend , 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 Towal Ring 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. , Carriage Of Materials By Mechanical Transport Including Loading / Unloading & Stacking Complete Sand For An Avg Distance Of 5 Kms , Carriage Of Materials By Mechanical Transport Including Loading / Unloading & Stacking Complete Stone Aggrigate For An Average Distance Of 7 Kms By Mt. , Carriage Of Materials By Mechanical Transport Including Loading / Unloading & Stacking Complete Brick For An Avg Distance Of 5 Kms , 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 [email protected] 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 Insıslated 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 @ 2.5 %
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 2
Jammu And Kashmir View Result →
2.
Housing Urban and Rular Development #11106434 AOC
Tender for Percentage Boq Boq_Ver3.0 Percentage Normal Inr Only Inr Select, At Par, Excess (+), Less (-) Iocl Tender Inviting Authority: Executive Engineer Pmgsy Division Udhampur Name Of Road:-Permanent Restoration Of Road From Urkhal To Treeta Dabbar, Under Package No. Jk14-303, Block Narsoo & District Udhampur, Length:- 5.00 Kms Contract No. Jk14-303 Name Of The Bidder/ Bidding Firm / Company : Price Schedule (This Boq Template Must Not Be Modified/Replaced By The Bidder And The Same Should Be Uploaded After Filling The Relevent Columns, Else The Bidder Is Liable To Be Rejected For This Tender. Bidders Are Allowed To Enter The Bidder Name And Values Only ) Number # Text # Text # Number # Text # Number Number Text Text # Number # Text# Text # Number # Number Number Number Number Text Text Number Number Number Number Text Text Number Number Number Number Text Text Number Number Number Number Text Text Number Number Number Number Text Text Number Number Number # Number # Text Text Number # Number # Date Number # Number # Text # Sl. No. D Item Code / Make Quantity Units Estimated Rate In Rs. P Addition / Deduction Addition / Deduction Values Currency Convertion Against Each Item Quoted Currency In Inr / Other Currency Basic Rate In Figures To Be Entered By The Bidder Rs. P Excise Duty Vat Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 Iiird Party I.E Dgs&D / Rites Etc Inspection Charges @0.34%+Service Tax Less For Cenvat Credit,If Any Respect Of Supplies Under Full Excise Duty Category Total Amount Without Taxes In Rs. P Total Amount With Taxes Total Amount In Words , 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: Ordinary Soil 70% Ordinary Rock 20% Hard Rock 10% , 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 : 4Coarse 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: 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size) , Providing And Laying Damp-Proof Course (Coping/Flooring) 50 Mm Thick With Cement Concrete 1:2:4 (1Cement:2 Coarse Sand: 4 Graded Stone Aggregate 20 Mm Nominal Size) And Curing Complete , Back Filling(Stone Filling) Behind R/Wall, Abutment, Wing Wall Etc Including Supply Of Stones. , Providing And Laying In Position Cement Concrete 1:5:10 (1 Cement : 5 Coarse Sand : 10 Graded Stone Agg. 40Mm Nominal Size) Including Curing But Excluding The Cost Of Centering And Shuttering All Worl Uoto Plinth Level , Providing And Laying Reinforced Concrete In Foundation Upto Plinth Level In 1:1.5:3 Mix Using 20Mm Nominal Size Of Aggregates , Supplying Fitting And Placing Hysd Bar Reinforcement Steel In Foundation Complete , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: Foundations, Footings, Bases Of Columns Etc. For Mass Concrete , Providing & Making Gabion Structure With Mechanically Woven Double Twisted Hexagonal Shaped Wire Mesh Gabion Boxes As Per Is 16014:2012,Morth Clause 2500, Of Required Size, Mesh Type 10X12 (D=100 Mm With Tolerance Of ± 2%) Zinc Coated, Mesh Wire Diameter 3.0Mm, Mechanically Edged/Selvedged With Partitions At Every 1M Interval And Shall Have Minimum 10 Numbers Of Openings Per Meter Of Mesh Perpendicular To Twist, Tying With Lacing Wire Of Diameter 2.2Mm, Supplied @ 3% By Weight Of Gabion Boxes, Filled With Boulders With Least Dimension Of 200 Mm, As Per Drawing, All Complete As Per Direction Of Engineer-In-Charge , 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.16.82.2 With Material Conforming To Grade-Ii (Size Range 53 Mm To 0.075 Mm ) Having Cbr Value-25 , Providing, Laying, Spreading And Compacting Graded Stone Aggregate (Size Range 53 Mm To 0.075 Mm ) To Wet Mix Macadam (Wmm) Specification Including Premixing The Material With Water At Omc In Mechanical Mix Plant, Carriage Of Mixed Material By Tipper To Site, For All Leads & Lifts, Laying In Uniform Layers With Mechanical Paver Finisher In Sub- Base / Base Course On Well Prepared Surface And Compacting With Vibratory Roller Of 8 To 10 Tonne Capacity To Achieve The Desired Density, Complete As Per Specifications And Directions Of Engineer-In-Charge , Providing And Applying Tack Coat Using Hot Straight Run Bitumen Of Grade - Vg-10, 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 Of 50Mm Bitumenous Macadam Using Crushed Stone Agg. Grading Premixed With Bitumen Binder Transported To Site By Tippers Laidover Previosly As Per Direction Of Engineer In Charge 50 To 100Mm Avg. Compacted Thichness With Bitumen Of Grade Vg10 @3.5% , 2 Cm Premix Carpet Surfacing With 1.8Cum And 0.90 Cum Of Stone Chippings Of 13.2 Mm Size And 11.2 Size Respectively, Per 100 Sqm And 52Kg 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). 16.40.1 With Paving Asphalt Grade Vg-10 Heated And Then Mixed With Solvent At The Rate Of 70 Grams Per Kg Of Asphalt. , Providing And Laying Of Tack Coat Using Bitumen Emulsion Is 8887, Using Emulsion Pressure Distributer Including Preparing The Saurface And Cleaning With Mechanical Broom With Medium Setting Bitumen Emulsion On Wbm/Wmm @0.4Kg/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-10 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. , Carriage Of Material By Mechanical Transport From Source To The Site Of Work Including Loading/Unloading And Stakcing Complete. , Sand For An Av. 80 Kms Disntace. , Stone Aggregate 40 Mm Above For An Av. 30 Kms Disntace. , Stone For An Av. 10 Km Distance Total In Figures 2880000.5 2880000.5 Inr Twenty Eight Lakh Eighty Thousand And Paise Fifty Only 4.0 Construction Of Chamber For 100Mm Sluice Plates Item5 10.0 Nos Quoted Rate In Figures Select 0.0 0.0 Inr Zero Only Quoted Rate In Words Inr Zero Only
Contract Date: Jun 15, 2026 Contract Value : ₹ 27.64 Lakh
Government Departments No of Bidders 2
Jammu And Kashmir View Result →
3.
Housing Urban and Rular Development #11099785 AOC
Tender for Percentage Boq Boq_Ver3.0 Percentage Normal Inr Only Inr Select, At Par, Excess (+), Less (-) Iocl Tender Inviting Authority: Executive Engineer Pmgsy Division Udhampur Name Of Road:- Permanent Restoration Of Road From Garnai To Lower Garnai, Under Package No. Jk14-299, Block & District Udhampur, Length:- 4.00 Kms Contract No. Jk14-299 Name Of The Bidder/ Bidding Firm / Company : Price Schedule (This Boq Template Must Not Be Modified/Replaced By The Bidder And The Same Should Be Uploaded After Filling The Relevent Columns, Else The Bidder Is Liable To Be Rejected For This Tender. Bidders Are Allowed To Enter The Bidder Name And Values Only ) Number # Text # Text # Number # Text # Number Number Text Text # Number # Text# Text # Number # Number Number Number Number Text Text Number Number Number Number Text Text Number Number Number Number Text Text Number Number Number Number Text Text Number Number Number Number Text Text Number Number Number # Number # Text Text Number # Number # Date Number # Number # Text # Sl. No. D Item Code / Make Quantity Units Estimated Rate In Rs. P Addition / Deduction Addition / Deduction Values Currency Convertion Against Each Item Quoted Currency In Inr / Other Currency Basic Rate In Figures To Be Entered By The Bidder Rs. P Excise Duty Vat Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 Iiird Party I.E Dgs&D / Rites Etc Inspection Charges @0.34%+Service Tax Less For Cenvat Credit,If Any Respect Of Supplies Under Full Excise Duty Category Total Amount Without Taxes In Rs. P Total Amount With Taxes Total Amount In Words , 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: Aks , 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 : 4Coarse 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: 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size) , Providing And Laying Damp-Proof Course (Coping/Flooring) 50 Mm Thick With Cement Concrete 1:2:4 (1Cement:2 Coarse Sand: 4 Graded Stone Aggregate 20 Mm Nominal Size) And Curing Complete , Back Filling(Stone Filling) Behind R/Wall, Abutment, Wing Wall Etc Including Supply Of Stones. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: Foundations, Footings, Bases Of Columns Etc. For Mass Concrete , Providing & Making Gabion Structure With Mechanically Woven Double Twisted Hexagonal Shaped Wire Mesh Gabion Boxes As Per Is 16014:2012,Morth Clause 2500, Of Required Size, Mesh Type 10X12 (D=100 Mm With Tolerance Of ± 2%) Zinc Coated, Mesh Wire Diameter 3.0Mm, Mechanically Edged/Selvedged With Partitions At Every 1M Interval And Shall Have Minimum 10 Numbers Of Openings Per Meter Of Mesh Perpendicular To Twist, Tying With Lacing Wire Of Diameter 2.2Mm, Supplied @ 3% By Weight Of Gabion Boxes, Filled With Boulders With Least Dimension Of 200 Mm, As Per Drawing, All Complete As Per Direction Of Engineer-In-Charge , 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.16.82.2 With Material Conforming To Grade-Ii (Size Range 53 Mm To 0.075 Mm ) Having Cbr Value-25 , Providing, Laying, Spreading And Compacting Graded Stone Aggregate (Size Range 53 Mm To 0.075 Mm ) To Wet Mix Macadam (Wmm) Specification Including Premixing The Material With Water At Omc In Mechanical Mix Plant, Carriage Of Mixed Material By Tipper To Site, For All Leads & Lifts, Laying In Uniform Layers With Mechanical Paver Finisher In Sub- Base / Base Course On Well Prepared Surface And Compacting With Vibratory Roller Of 8 To 10 Tonne Capacity To Achieve The Desired Density, Complete As Per Specifications And Directions Of Engineer-In-Charge , Roviding And Applying Tack Coat Using Hot Straight Run Bitumen Of Grade -Vg-10, 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 , 2 Cm Premix Carpet Surfacing With 1.8Cum And 0.90 Cum Of Stone Chippings Of 13.2 Mm Size And 11.2 Size Respectively, Per 100 Sqm And 52Kg 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). 16.40.1 With Paving Asphalt Grade Vg-10 Heated And Then Mixed With Solvent At The Rate Of 70 Grams Per Kg Of Asphalt. , 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-10 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. , Carriage Of Material By Mechanical Transport From Source To The Site Of Work Including Loading/Unloading And Stakcing Complete. , Sand For An Av. 56 Kms Disntace. , Stone Aggregate 40 Mm Above For An Av. 13 Kms Disntace. , Stone For An Av. 15 Km Distance Total In Figures 2319869.42 2319869.42 Inr Twenty Three Lakh Nineteen Thousand Eight Hundred & Sixty Nine And Paise Forty Two Only 4.0 Construction Of Chamber For 100Mm Sluice Plates Item5 10.0 Nos Quoted Rate In Figures Select 0.0 0.0 Inr Zero Only Quoted Rate In Words Inr Zero Only
Contract Date: Jun 16, 2026 Contract Value : ₹ 15.36 Lakh
Government Departments No of Bidders 3
Jammu And Kashmir View Result →
4.
Housing Urban and Rular Development #11030567 AOC
Tender for Percentage Boq Boq_Ver3.0 Percentage Normal Inr Only Inr Select, At Par, Excess (+), Less (-) Iocl Tender Inviting Authority: Executive Engineer Pmgsy Division Udhampur Name Of Road:-Permanent Restoration Of Road From Supply Morh Kainthgali Road Km 10Th/200 To Pangara Jagir Pkg No. Jk14-284 L=3.820Km Contract No. Jk14-284 Name Of The Bidder/ Bidding Firm / Company : Price Schedule (This Boq Template Must Not Be Modified/Replaced By The Bidder And The Same Should Be Uploaded After Filling The Relevent Columns, Else The Bidder Is Liable To Be Rejected For This Tender. Bidders Are Allowed To Enter The Bidder Name And Values Only ) Number # Text # Text # Number # Text # Number Number Text Text # Number # Text# Text # Number # Number Number Number Number Text Text Number Number Number Number Text Text Number Number Number Number Text Text Number Number Number Number Text Text Number Number Number Number Text Text Number Number Number # Number # Text Text Number # Number # Date Number # Number # Text # Sl. No. D Item Code / Make Quantity Units Estimated Rate In Rs. P Addition / Deduction Addition / Deduction Values Currency Convertion Against Each Item Quoted Currency In Inr / Other Currency Basic Rate In Figures To Be Entered By The Bidder Rs. P Excise Duty Vat Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 Iiird Party I.E Dgs&D / Rites Etc Inspection Charges @0.34%+Service Tax Less For Cenvat Credit,If Any Respect Of Supplies Under Full Excise Duty Category Total Amount Without Taxes In Rs. P Total Amount With Taxes Total Amount In Words , 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: 2.9.1 All Kinds Of Soil : 2.9.2 Ordinary Rock 2.9.4 Hard Rock (Blasting Prohibited ) All Kinds Of Soil 60%, Ordinary Rock 30%, Hard Rock 10% Including All Leads, Lifts And Carriages Of Materials By Mt Complete , 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) Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete. , 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) Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete. , Provinding /Laying Coping/Flooring 50 Mm Thick With Plain Cement Concrete Grade M-15 (1:2:4) Nominal Mix.And Curing Complete Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete. , Backfill Behind Abutment,R/Wall, Wing Wall And Return Wall Complete As Per Drawings And Technical Specification All Job Complete Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Work For:Foundations, Footings, Bases For Columns Including All Leads, Lifts And Carriages Of Materials By Mt Complete , Providing & Making Gabion Structure With Mechanically Woven Double Twisted Hexagonal Shaped Wire Mesh Gabion Boxes As Per Is 16014:2012,Morth Clause 2500, Of Required Size, Mesh Type 10X12 (D=100 Mm With Tolerance Of ± 2%) Zinc Coated, Mesh Wire Diameter 3.0Mm, Mechanically Edged/Selvedged With Partitions At Every 1M Interval And Shall Have Minimum 10 Numbers Of Openings Per Meter Of Mesh Perpendicular To Twist, Tying With Lacing Wire Of Diameter 2.2Mm, Supplied @ 3% By Weight Of Gabion Boxes, Filled With Boulders With Least Dimension Of 200 Mm, As Per Drawing, All Complete As Per Direction Of Engineer-In-Charge.Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete. , Random Rubble Masonry With Hard Stone In Foundation And Plinth Including Leveling Up With Cement Concrete 1:6:12 (1 Cement : 6 Coarse Sand : 12 Graded Stone Aggregate 20Mm Nominal Size) Upto Plinth Level And Curing Complete With:Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) Nallah Charge.Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete. , Dry Random Rubble Masonry With Hard Stone In Foundation And Plinth:Without Bond Stone Nallah Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete , Earth Filling In Foundation Trenches As Per Drawing And Technical Specification Clause 305.3.9Including All Leads, Lifts And Carriages Of Materials By Mt Complete , providing and laying Reinforced Cement Concrete Pipes Np3 For Culverts providing and laying Reinforced Cement Concrete Pipes Np3 For Culverts Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete. , 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 16.82.1 With Material Conforming To Grade-Ii (Size Range 53 Mm To 0.075 Mm) Having Cbr Value-25 .Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete. , Providing, Laying, Spreading And Compacting Graded Stone Aggregate (Size Range 53 Mm To 0.075 Mm ) To Wet Mix Macadam (Wmm) Specification Including Premixing The Material With Water At Omc In Mechanical Mix Plant, Carriage Of Mixed Material By Tipper To Site, For All Leads & Lifts, Laying In Uniform Layers With Mechanical Paver Finisher In Sub- Base / Base Course On Well Prepared Surface And Compacting With Vibratory Roller Of 8 To 10 Tonne Capacity To Achieve The Desired Density, Complete As Per Specifications And Directions Of Engineer-In-Charge Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete. , Providing And Applying Tack Coat Using Bitumen Emulsion Conforming To Is: 8887, Using Emulsion Pressure Distributer Including Preparing The Surface And Cleaning With Mechanical Broom With Medium Setting Bitumen Emulsion (On W.B.M. /W.M.M. @ 0.4 Kg/Sqm.)Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete. , Providing And Laying 50Mm 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 Of Grade Vg-10 @ 3.5% (Percentage By Weight Of Total Mix) Prepared In Batch Type Hot Mix Plant Of 100-120 Tph Capacity.)Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete. , Providing And Applying Tack Coat Using Hot Straight Run Bitumen Of Grade -Vg-10 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 Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete. , 2 Cm Premix Carpet Surfacing With 1.80Cum And 0.90 Cum Of Stonechippings Of 13.2 Mm And 11.2Mm Sizerespectively Per 100 Sqm And 52Kg And 56 Kg Of Hot Bitumen Per Cum Of Stone Chippings Of 13.2 Mm And 11.2Mm Size Respectively Including A Tack Coat With Hot Straight Runbitumen Including Consolidation With Road Roller Of 6 To 9 Tonne Capacity Etc. Complete (Tack Coat To Be Paid For Separately).With Paving Asphalt Grade Vg-10 Heated And Then Mixed Withsolvent At The Rate Of 70 Grams Per Kg Of Asphalt. Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete. , Providing And Laying Seal Coat Of Premixed Fine Aggregate (Passing 2.36Mm And Retained On 180 Micron Sieve) With Bitumen Using 128 Kg Ofbitumen Of Grade Vg-10 Bitumen Per Cum Of Fine Aggregate And 0.60 Cum Of Fine Aggregate Per 100 Sqm Of Road Surface Including Rolling Andfinishing With Road All Complete.Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete. , 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. In Soils @60%, Ordinary Rock @20%, Hard Rock @20% Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete , Slip Clearance In Soils; Mixed With Moorum/Kankar/Shingle/Boulders; Disposal Lead Upto 50 M And Lift Upto 1.5 M. , Carriage Of Material By Mechanical Transport From Source To The Site Of Work Including Loading/Unloading And Stakcing Complete. , Sand For An Av. 90 Kms Distance. , Stone Aggregate 40 Mm And Below For An Av. 30 Kms Distance. , Stone For An Av. 05 Km Distance Total In Figures 3119955.61 3119955.61 Inr Thirty One Lakh Nineteen Thousand Nine Hundred & Fifty Five And Paise Sixty One Only 4.0 Construction Of Chamber For 100Mm Sluice Plates Item5 10.0 Nos Quoted Rate In Figures Select 0.0 0.0 Inr Zero Only Quoted Rate In Words Inr Zero Only
Contract Date: May 23, 2026 Contract Value : ₹ 20.10 Lakh
Government Departments No of Bidders 2
Jammu And Kashmir View Result →
5.
Housing Urban and Rular Development #11030563 AOC
Tender for Percentage Boq Boq_Ver3.0 Percentage Normal Inr Only Inr Select, At Par, Excess (+), Less (-) Iocl Tender Inviting Authority: Executive Engineer Pmgsy Division Udhampur Name Of Road:-Permanent Restoration Of Road From Nhia Km63rd To Gandala, Under Package No. Jk14-696, Block & District Udhampur, Length:- 13.650 Kms Contract No. Jk14-696 Name Of The Bidder/ Bidding Firm / Company : Price Schedule (This Boq Template Must Not Be Modified/Replaced By The Bidder And The Same Should Be Uploaded After Filling The Relevent Columns, Else The Bidder Is Liable To Be Rejected For This Tender. Bidders Are Allowed To Enter The Bidder Name And Values Only ) Number # Text # Text # Number # Text # Number Number Text Text # Number # Text# Text # Number # Number Number Number Number Text Text Number Number Number Number Text Text Number Number Number Number Text Text Number Number Number Number Text Text Number Number Number Number Text Text Number Number Number # Number # Text Text Number # Number # Date Number # Number # Text # Sl. No. D Item Code / Make Quantity Units Estimated Rate In Rs. P Addition / Deduction Addition / Deduction Values Currency Convertion Against Each Item Quoted Currency In Inr / Other Currency Basic Rate In Figures To Be Entered By The Bidder Rs. P Excise Duty Vat Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 Iiird Party I.E Dgs&D / Rites Etc Inspection Charges @0.34%+Service Tax Less For Cenvat Credit,If Any Respect Of Supplies Under Full Excise Duty Category Total Amount Without Taxes In Rs. P Total Amount With Taxes Total Amount In Words , 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 Including All Leads, Lifts And Carriages Of Materials By Mt Complete , 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) Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete. , 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) Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete. , Provinding /Laying Coping/Flooring 50 Mm Thick With Plain Cement Concrete Grade M-15 (1:2:4) Nominal Mix.And Curing Complete Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete. , Backfill Behind Abutment,R/Wall, Wing Wall And Return Wall Complete As Per Drawings And Technical Specification All Job Complete Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Work For:Foundations, Footings, Bases For Columns Including All Leads, Lifts And Carriages Of Materials By Mt Complete , Providing & Making Gabion Structure With Mechanically Woven Double Twisted Hexagonal Shaped Wire Mesh Gabion Boxes As Per Is 16014:2012,Morth Clause 2500, Of Required Size, Mesh Type 10X12 (D=100 Mm With Tolerance Of ± 2%) Zinc Coated, Mesh Wire Diameter 3.0Mm, Mechanically Edged/Selvedged With Partitions At Every 1M Interval And Shall Have Minimum 10 Numbers Of Openings Per Meter Of Mesh Perpendicular To Twist, Tying With Lacing Wire Of Diameter 2.2Mm, Supplied @ 3% By Weight Of Gabion Boxes, Filled With Boulders With Least Dimension Of 200 Mm, As Per Drawing, All Complete As Per Direction Of Engineer-In-Charge.Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete. , Random Rubble Masonry With Hard Stone In Foundation And Plinth Including Leveling Up With Cement Concrete 1:6:12 (1 Cement : 6 Coarse Sand : 12 Graded Stone Aggregate 20Mm Nominal Size) Upto Plinth Level And Curing Complete With:Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) Nallah Charge.Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete. , Dry Random Rubble Masonry With Hard Stone In Foundation And Plinth:Without Bond Stone Nallah Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete , Earth Filling In Foundation Trenches As Per Drawing And Technical Specification Clause 305.3.9Including All Leads, Lifts And Carriages Of Materials By Mt Complete , providing and laying Reinforced Cement Concrete Pipes Np3 For Culverts providing and laying Reinforced Cement Concrete Pipes Np3 For Culverts Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete. , 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 16.82.1 With Material Conforming To Grade-Ii (Size Range 53 Mm To 0.075 Mm) Having Cbr Value-25 .Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete. , Providing, Laying, Spreading And Compacting Graded Stone Aggregate (Size Range 53 Mm To 0.075 Mm ) To Wet Mix Macadam (Wmm) Specification Including Premixing The Material With Water At Omc In Mechanical Mix Plant, Carriage Of Mixed Material By Tipper To Site, For All Leads & Lifts, Laying In Uniform Layers With Mechanical Paver Finisher In Sub- Base / Base Course On Well Prepared Surface And Compacting With Vibratory Roller Of 8 To 10 Tonne Capacity To Achieve The Desired Density, Complete As Per Specifications And Directions Of Engineer-In-Charge Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete. , Providing And Applying Tack Coat Using Bitumen Emulsion Conforming To Is: 8887, Using Emulsion Pressure Distributer Including Preparing The Surface And Cleaning With Mechanical Broom With Medium Setting Bitumen Emulsion (On W.B.M. /W.M.M. @ 0.4 Kg/Sqm.)Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete. , Providing And Laying 50Mm 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 Of Grade Vg-10 @ 3.5% (Percentage By Weight Of Total Mix) Prepared In Batch Type Hot Mix Plant Of 100-120 Tph Capacity.)Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete. , Providing And Applying Tack Coat Using Hot Straight Run Bitumen Of Grade -Vg-10 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 Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete. , 2 Cm Premix Carpet Surfacing With 1.80Cum And 0.90 Cum Of Stonechippings Of 13.2 Mm And 11.2Mm Sizerespectively Per 100 Sqm And 52Kg And 56 Kg Of Hot Bitumen Per Cum Of Stone Chippings Of 13.2 Mm And 11.2Mm Size Respectively Including A Tack Coat With Hot Straight Runbitumen Including Consolidation With Road Roller Of 6 To 9 Tonne Capacity Etc. Complete (Tack Coat To Be Paid For Separately).With Paving Asphalt Grade Vg-10 Heated And Then Mixed Withsolvent At The Rate Of 70 Grams Per Kg Of Asphalt. Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete. , Providing And Laying Seal Coat Of Premixed Fine Aggregate (Passing 2.36Mm And Retained On 180 Micron Sieve) With Bitumen Using 128 Kg Ofbitumen Of Grade Vg-10 Bitumen Per Cum Of Fine Aggregate And 0.60 Cum Of Fine Aggregate Per 100 Sqm Of Road Surface Including Rolling Andfinishing With Road All Complete.Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete. , 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. 2.7.1 All Kinds Of Soil : 2.7.2 Ordinary Rock 2.7.4 Hard Rock (Blasting Prohibited) In Soils @60%, Ordinary Rock @30%, Hard Rock @10% Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete , Carriage Of Material By Mechanical Transport From Source To The Site Of Work Including Loading/Unloading And Stakcing Complete. , Sand For An Av. 62 Kms Disntace. , Stone Aggregate 40 Mm Below For An Av. 10 Kms Disntace. , Stone For An Av. 5 Km Distance Total In Figures 9439990.47 9439990.47 Inr Ninety Four Lakh Thirty Nine Thousand Nine Hundred & Ninety And Paise Forty Seven Only 4.0 Construction Of Chamber For 100Mm Sluice Plates Item5 10.0 Nos Quoted Rate In Figures Select 0.0 0.0 Inr Zero Only Quoted Rate In Words Inr Zero Only
Contract Date: Jun 16, 2026 Contract Value : ₹ 62.93 Lakh
Government Departments No of Bidders 3
Jammu And Kashmir View Result →
6.
Housing Urban and Rular Development #11030554 AOC
Tender for Percentage Boq Boq_Ver3.0 Percentage Normal Inr Only Inr Select, At Par, Excess (+), Less (-) Iocl Tender Inviting Authority: Executive Engineer Pmgsy Division Udhampur Name Of Road:-Permanent Restoration Of Road From Mansar To Sourap Road Under Pkg No. Jk14-621 , Length : 4.500 Km Contract No. Jk14-621 Name Of The Bidder/ Bidding Firm / Company : Price Schedule (This Boq Template Must Not Be Modified/Replaced By The Bidder And The Same Should Be Uploaded After Filling The Relevent Columns, Else The Bidder Is Liable To Be Rejected For This Tender. Bidders Are Allowed To Enter The Bidder Name And Values Only ) Number # Text # Text # Number # Text # Number Number Text Text # Number # Text# Text # Number # Number Number Number Number Text Text Number Number Number Number Text Text Number Number Number Number Text Text Number Number Number Number Text Text Number Number Number Number Text Text Number Number Number # Number # Text Text Number # Number # Date Number # Number # Text # Sl. No. D Item Code / Make Quantity Units Estimated Rate In Rs. P Addition / Deduction Addition / Deduction Values Currency Convertion Against Each Item Quoted Currency In Inr / Other Currency Basic Rate In Figures To Be Entered By The Bidder Rs. P Excise Duty Vat Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 Iiird Party I.E Dgs&D / Rites Etc Inspection Charges @0.34%+Service Tax Less For Cenvat Credit,If Any Respect Of Supplies Under Full Excise Duty Category Total Amount Without Taxes In Rs. P Total Amount With Taxes Total Amount In Words , 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: 2.9.1 All Kinds Of Soil : 2.9.2 Ordinary Rock 2.9.4 Hard Rock (Blasting Prohibited ) All Kinds Of Soil 60%, Ordinary Rock 30%, Hard Rock 10% Including All Leads, Lifts And Carriages Of Materials By Mt Complete , 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) Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete. , 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) Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete. , Provinding /Laying Coping/Flooring 50 Mm Thick With Plain Cement Concrete Grade M-15 (1:2:4) Nominal Mix.And Curing Complete Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete. , Backfill Behind Abutment,R/Wall, Wing Wall And Return Wall Complete As Per Drawings And Technical Specification All Job Complete Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Work For:Foundations, Footings, Bases For Columns Including All Leads, Lifts And Carriages Of Materials By Mt Complete , Providing & Making Gabion Structure With Mechanically Woven Double Twisted Hexagonal Shaped Wire Mesh Gabion Boxes As Per Is 16014:2012,Morth Clause 2500, Of Required Size, Mesh Type 10X12 (D=100 Mm With Tolerance Of ± 2%) Zinc Coated, Mesh Wire Diameter 3.0Mm, Mechanically Edged/Selvedged With Partitions At Every 1M Interval And Shall Have Minimum 10 Numbers Of Openings Per Meter Of Mesh Perpendicular To Twist, Tying With Lacing Wire Of Diameter 2.2Mm, Supplied @ 3% By Weight Of Gabion Boxes, Filled With Boulders With Least Dimension Of 200 Mm, As Per Drawing, All Complete As Per Direction Of Engineer-In-Charge.Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete. , Random Rubble Masonry With Hard Stone In Foundation And Plinth Including Leveling Up With Cement Concrete 1:6:12 (1 Cement : 6 Coarse Sand : 12 Graded Stone Aggregate 20Mm Nominal Size) Upto Plinth Level And Curing Complete With:Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) Nallah Charge.Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete. , Dry Random Rubble Masonry With Hard Stone In Foundation And Plinth:Without Bond Stone Nallah Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete , Earth Filling In Foundation Trenches As Per Drawing And Technical Specification Clause 305.3.9Including All Leads, Lifts And Carriages Of Materials By Mt Complete , providing and laying Reinforced Cement Concrete Pipes Np3 For Culverts providing and laying Reinforced Cement Concrete Pipes Np3 For Culverts Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete. , 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 16.82.1 With Material Conforming To Grade-Ii (Size Range 53 Mm To 0.075 Mm) Having Cbr Value-25 .Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete. , Providing, Laying, Spreading And Compacting Graded Stone Aggregate (Size Range 53 Mm To 0.075 Mm ) To Wet Mix Macadam (Wmm) Specification Including Premixing The Material With Water At Omc In Mechanical Mix Plant, Carriage Of Mixed Material By Tipper To Site, For All Leads & Lifts, Laying In Uniform Layers With Mechanical Paver Finisher In Sub- Base / Base Course On Well Prepared Surface And Compacting With Vibratory Roller Of 8 To 10 Tonne Capacity To Achieve The Desired Density, Complete As Per Specifications And Directions Of Engineer-In-Charge Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete. , Providing And Applying Tack Coat Using Bitumen Emulsion Conforming To Is: 8887, Using Emulsion Pressure Distributer Including Preparing The Surface And Cleaning With Mechanical Broom With Medium Setting Bitumen Emulsion (On W.B.M. /W.M.M. @ 0.4 Kg/Sqm.)Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete. , Providing And Laying 50Mm 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 Of Grade Vg-10 @ 3.5% (Percentage By Weight Of Total Mix) Prepared In Batch Type Hot Mix Plant Of 100-120 Tph Capacity.)Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete. , Providing And Applying Tack Coat Using Hot Straight Run Bitumen Of Grade -Vg-10 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 Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete. , 2 Cm Premix Carpet Surfacing With 1.80Cum And 0.90 Cum Of Stonechippings Of 13.2 Mm And 11.2Mm Sizerespectively Per 100 Sqm And 52Kg And 56 Kg Of Hot Bitumen Per Cum Of Stone Chippings Of 13.2 Mm And 11.2Mm Size Respectively Including A Tack Coat With Hot Straight Runbitumen Including Consolidation With Road Roller Of 6 To 9 Tonne Capacity Etc. Complete (Tack Coat To Be Paid For Separately).With Paving Asphalt Grade Vg-10 Heated And Then Mixed Withsolvent At The Rate Of 70 Grams Per Kg Of Asphalt. Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete. , Providing And Laying Seal Coat Of Premixed Fine Aggregate (Passing 2.36Mm And Retained On 180 Micron Sieve) With Bitumen Using 128 Kg Ofbitumen Of Grade Vg-10 Bitumen Per Cum Of Fine Aggregate And 0.60 Cum Of Fine Aggregate Per 100 Sqm Of Road Surface Including Rolling Andfinishing With Road All Complete.Including Lead, Lifts, Carriages Of Material By Mt, Loading And Unloading Complete. , Slip Clearance In Soils; Mixed With Moorum/Kankar/Shingle/Boulders; Disposal Lead Upto 50 M And Lift Upto 1.5 M. , Carriage Of Material By Mechanical Transport From Source To The Site Of Work Including Loading/Unloading And Stakcing Complete. , A)Sand For An Av. Lead Of 866 Km Mt , B)Stone Agg For An Av Lead Of 11 Km Mt , C) Stone For An Av Lead 0F 2 Km Mt Total In Figures 4719890.66 4719890.66 Inr Forty Seven Lakh Nineteen Thousand Eight Hundred & Ninety And Paise Sixty Six Only 4.0 Construction Of Chamber For 100Mm Sluice Plates Item5 10.0 Nos Quoted Rate In Figures Select 0.0 0.0 Inr Zero Only Quoted Rate In Words Inr Zero Only
Contract Date: May 13, 2026 Contract Value : ₹ 41.29 Lakh
Government Departments No of Bidders 3
Jammu And Kashmir View Result →
7.
Housing Urban and Rular Development #11021654 AOC
Tender for Percentage Boq Boq_Ver3.0 Percentage Normal Inr Only Inr Select, At Par, Excess (+), Less (-) Iocl Tender Inviting Authority: Executive Engineer Pmgsy Division Udhampur Name Of Road:- Permanent Restoration Of Road From Bb Udhampur To Gangera, Under Package No. Jk14-717, Block Narsoo & District Udhampur, Length:- 5.650 Kms Contract No. Jk14-717 Name Of The Bidder/ Bidding Firm / Company : Price Schedule (This Boq Template Must Not Be Modified/Replaced By The Bidder And The Same Should Be Uploaded After Filling The Relevent Columns, Else The Bidder Is Liable To Be Rejected For This Tender. Bidders Are Allowed To Enter The Bidder Name And Values Only ) Number # Text # Text # Number # Text # Number Number Text Text # Number # Text# Text # Number # Number Number Number Number Text Text Number Number Number Number Text Text Number Number Number Number Text Text Number Number Number Number Text Text Number Number Number Number Text Text Number Number Number # Number # Text Text Number # Number # Date Number # Number # Text # Sl. No. D Item Code / Make Quantity Units Estimated Rate In Rs. P Addition / Deduction Addition / Deduction Values Currency Convertion Against Each Item Quoted Currency In Inr / Other Currency Basic Rate In Figures To Be Entered By The Bidder Rs. P Excise Duty Vat Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 Iiird Party I.E Dgs&D / Rites Etc Inspection Charges @0.34%+Service Tax Less For Cenvat Credit,If Any Respect Of Supplies Under Full Excise Duty Category Total Amount Without Taxes In Rs. P Total Amount With Taxes Total Amount In Words , 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: Ordinary Soil 70%, Ordinary Rock 20%, Hard Rock 10% ( Blasting Prohibited) , 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 : 4Coarse 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: 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size) , Providing And Laying Damp-Proof Course (Coping/Flooring) 50 Mm Thick With Cement Concrete 1:2:4 (1Cement:2 Coarse Sand: 4 Graded Stone Aggregate 20 Mm Nominal Size) And Curing Complete , Back Filling(Stone Filling) Behind R/Wall, Abutment, Wing Wall Etc Including Supply Of Stones. , Earthfilling In Foundation Trenches As Per Drawing Technical Specification , Providing /Laying Plain/Reinforced Cement Concrete Pipe Np3 For Culverts On First Class Bedding Of Granular Material In Single Row Including Fixing Collar With Cement Mortar 1:2 But Excluding Excavation Protection Work, Backfilling Concrete And Masonry Works In Head Walls And Parapets (1000Mm Dia) , Polygonal/Random Rubble Masonry Uncoursed Brought To Course In 1:6 Fine Sand Mortar In Foundation And Plinth With Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) , Dry Random Rubble Masonry With Hard Stone In Foundation And Plinth: With Bond Stone , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: Foundations, Footings, Bases Of Columns Etc. For Mass Concrete , Providing & Making Gabion Structure With Mechanically Woven Double Twisted Hexagonal Shaped Wire Mesh Gabion Boxes As Per Is 16014:2012,Morth Clause 2500, Of Required Size, Mesh Type 10X12 (D=100 Mm With Tolerance Of ± 2%) Zinc Coated, Mesh Wire Diameter 3.0Mm, Mechanically Edged/Selvedged With Partitions At Every 1M Interval And Shall Have Minimum 10 Numbers Of Openings Per Meter Of Mesh Perpendicular To Twist, Tying With Lacing Wire Of Diameter 2.2Mm, Supplied @ 3% By Weight Of Gabion Boxes, Filled With Boulders With Least Dimension Of 200 Mm, As Per Drawing, All Complete As Per Direction Of Engineer-In-Charge , 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.16.82.2 With Material Conforming To Grade-Ii (Size Range 53 Mm To 0.075 Mm ) Having Cbr Value-25 , Providing, Laying, Spreading And Compacting Graded Stone Aggregate (Size Range 53 Mm To 0.075 Mm ) To Wet Mix Macadam (Wmm) Specification Including Premixing The Material With Water At Omc In Mechanical Mix Plant, Carriage Of Mixed Material By Tipper To Site, For All Leads & Lifts, Laying In Uniform Layers With Mechanical Paver Finisher In Sub- Base / Base Course On Well Prepared Surface And Compacting With Vibratory Roller Of 8 To 10 Tonne Capacity To Achieve The Desired Density, Complete As Per Specifications And Directions Of Engineer-In-Charge , Providing And Applying Tack Coat Using Hot Straight Run Bitumen Of Grade - Vg-10, 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 Of 50Mm Bitumenous Macadam Using Crushed Stone Agg. Grading Premixed With Bitumen Binder Transported To Site By Tippers Laidover Previosly As Per Direction Of Engineer In Charge 50 To 100Mm Avg. Compacted Thichness With Bitumen Of Grade Vg10 @3.5% , 2 Cm Premix Carpet Surfacing With 1.8Cum And 0.90 Cum Of Stone Chippings Of 13.2 Mm Size And 11.2 Size Respectively, Per 100 Sqm And 52Kg 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). 16.40.1 With Paving Asphalt Grade Vg-10 Heated And Then Mixed With Solvent At The Rate Of 70 Grams Per Kg Of Asphalt. , Providing And Laying Of Tack Coat Using Bitumen Emulsion Is 8887, Using Emulsion Pressure Distributer Including Preparing The Saurface And Cleaning With Mechanical Broom With Medium Setting Bitumen Emulsion On Wbm/Wmm @0.4Kg/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-10 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. , Carriage Of Material By Mechanical Transport From Source To The Site Of Work Including Loading/Unloading And Stakcing Complete. , Sand For An Av. 60 Kms Disntace. , Stone Aggregate 40 Mm Above For An Av. 14 Kms Disntace. , Stone For An Av. 10 Km Distance Total In Figures 11279997.26 11279997.26 Inr One Crore Twelve Lakh Seventy Nine Thousand Nine Hundred & Ninety Seven And Paise Twenty Six Only 4.0 Construction Of Chamber For 100Mm Sluice Plates Item5 10.0 Nos Quoted Rate In Figures Select 0.0 0.0 Inr Zero Only Quoted Rate In Words Inr Zero Only
Contract Date: May 20, 2026 Contract Value : ₹ 59.79 Lakh
Government Departments No of Bidders 4
Jammu And Kashmir View Result →
8.
Chemicals and Fertilizers #10846217 AOC
Tender For Repair Of Roads In Factory And Township Area.; 1 Dismantling /Scarifyingmetalled (Bitumen +Water-Bound) road surface including disposal of rubbish, lead upto 1000 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 Tonne Capacity. 2 Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 3 Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom cleaning and preparing the existing road surface as per specifications :With medium setting bitumen emulsion 4 i.On W.B.M / W.M.M. @ 0.4kg/sqm . 5 ii.On bituminous surface @ 0.25kg/sqm 6 Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade, including required key aggregate as specified, spreading coarse aggregate with the help of self propelled/ tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy :i.For 50mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm.. 7 Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.25 mm compacted thickness with bitumen of grade VG- 30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. 8 Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
Contract Date: Apr 25, 2026 Contract Value : ₹ 52.21 Lakh
Boards / Undertakings / PSU No of Bidders 2
Madhya Pradesh View Result →
9.
Housing Urban and Rular Development #10846172 AOC
Tender for Percentage Boq Boq_Ver3.0 Percentage Normal Inr Only Inr Select, At Par, Excess (+), Less (-) Iocl Tender Inviting Authority: Executive Engineer Pmgsy Division Udhampur Name Of Road:- Permanent Restoration Of Road From Supply Morh To Kainthgali, Under Package No. Jk14-506, Block & District Udhampur, Length:- 27.700 Kms Contract No. Jk14-506 Name Of The Bidder/ Bidding Firm / Company : Price Schedule (This Boq Template Must Not Be Modified/Replaced By The Bidder And The Same Should Be Uploaded After Filling The Relevent Columns, Else The Bidder Is Liable To Be Rejected For This Tender. Bidders Are Allowed To Enter The Bidder Name And Values Only ) Number # Text # Text # Number # Text # Number Number Text Text # Number # Text# Text # Number # Number Number Number Number Text Text Number Number Number Number Text Text Number Number Number Number Text Text Number Number Number Number Text Text Number Number Number Number Text Text Number Number Number # Number # Text Text Number # Number # Date Number # Number # Text # Sl. No. D Item Code / Make Quantity Units Estimated Rate In Rs. P Addition / Deduction Addition / Deduction Values Currency Convertion Against Each Item Quoted Currency In Inr / Other Currency Basic Rate In Figures To Be Entered By The Bidder Rs. P Excise Duty Vat Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 Iiird Party I.E Dgs&D / Rites Etc Inspection Charges @0.34%+Service Tax Less For Cenvat Credit,If Any Respect Of Supplies Under Full Excise Duty Category Total Amount Without Taxes In Rs. P Total Amount With Taxes Total Amount In Words , 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.60%, Ordnary Rock 30%, Hard Rock 10% (Blasting Probhitted). , 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: Aks 60%, Ordnary Rock 30%, Hard Rock 10% (Blasting Probhitted). , 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 : 4Coarse 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: 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size) , Providing And Laying Damp-Proof Course (Coping/Flooring) 50 Mm Thick With Cement Concrete 1:2:4 (1Cement:2 Coarse Sand: 4 Graded Stone Aggregate 20 Mm Nominal Size) And Curing Complete , Back Filling(Stone Filling) Behind R/Wall, Abutment, Wing Wall Etc Including Supply Of Stones. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: Foundations, Footings, Bases Of Columns Etc. For Mass Concrete , Providing & Making Gabion Structure With Mechanically Woven Double Twisted Hexagonal Shaped Wire Mesh Gabion Boxes As Per Is 16014:2012,Morth Clause 2500, Of Required Size, Mesh Type 10X12 (D=100 Mm With Tolerance Of ± 2%) Zinc Coated, Mesh Wire Diameter 3.0Mm, Mechanically Edged/Selvedged With Partitions At Every 1M Interval And Shall Have Minimum 10 Numbers Of Openings Per Meter Of Mesh Perpendicular To Twist, Tying With Lacing Wire Of Diameter 2.2Mm, Supplied @ 3% By Weight Of Gabion Boxes, Filled With Boulders With Least Dimension Of 200 Mm, As Per Drawing, All Complete As Per Direction Of Engineer-In-Charge , Polygonal/Random Rubble Masonry Uncoursed Brought To Course In 1:6 Fine Sand Mortar In Foundation And Plinth With Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) , Dry Random Rubble Masonry With Hard Stone In Foundation And Plinth: With Bond Stone , Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth, Sides Offoundations Etc. In Layers Not Exceeding 20 Cm In Depth, Consolidating Each Depositedlayer By Ramming And Watering, Lead Upto 50 M And Lift Upto 1.5 M. , Providing And Laying Non-Pressure Of Specified Class Reinforced Cement Concrete Pipes Including Collars/Spigot Jointed With Stiff Mixture Of Cement Mortar In The Proportion Of 1:2 (1 Cement: 2 Fine Sand) Including Testing Of Joints Etc. Complete. Non Pressure Np3 Clause (Medium Duty) 1000 Mm Dia. Reinforced Cement Concrete Pipe , 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.16.82.2 With Material Conforming To Grade-Ii (Size Range 53 Mm To 0.075 Mm ) Having Cbr Value-25 , Providing, Laying, Spreading And Compacting Graded Stone Aggregate (Size Range 53 Mm To 0.075 Mm ) To Wet Mix Macadam (Wmm) Specification Including Premixing The Material With Water At Omc In Mechanical Mix Plant, Carriage Of Mixed Material By Tipper To Site, For All Leads & Lifts, Laying In Uniform Layers With Mechanical Paver Finisher In Sub- Base / Base Course On Well Prepared Surface And Compacting With Vibratory Roller Of 8 To 10 Tonne Capacity To Achieve The Desired Density, Complete As Per Specifications And Directions Of Engineer-In-Charge , Providing And Applying Tack Coat Using Bitumen Emulsion Conforming Tois: 8887, Using Emulsion Pressure Distributer Including Preparing The Surface And Cleaning With Mechanical Broom. 16.39.2.1 On W.B.M. /W.M.M. @ 0.4 Kg/Sqm , 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 Of Grade Vg-10 @ 3.5% (Percentage By Weight Of Total Mix) Prepared In Batch Type Hot Mix Plant Of 100-120 Tph Capacity. , Providing And Applying Tack Coat Using Hot Straight Run Bitumen Of Grade -Vg-10, 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. 16.38.2 On Bitumen Surface @ 0.50 Kg/Sqm. , 2 Cm Premix Carpet Surfacing With 1.8Cum And 0.90 Cum Of Stone Chippings Of 13.2 Mm Size And 11.2 Size Respectively, Per 100 Sqm And 52Kg 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). 16.40.1 With Paving Asphalt Grade Vg-10 Heated And Then Mixed With Solvent At The Rate Of 70 Grams Per Kg Of Asphalt. , 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-10 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. , Slip Clearance In Soils Mixed With Moorum Kankar/Shingle/Boulders Incl. Safe Disposal With All Leads And Lifts Complete Job As Per The Directions Of The Engineer In-Charge At Site Without Damaging The Public/Pvt. Property. , Carriage Of Material By Mechanical Transport From Source To The Site Of Work Including Loading/Unloading And Stakcing Complete. , Sand For An Av. 75 Kms Disntace. , Stone Aggregate 40 Mm Above For An Av. 20 Kms Disntace. , Stone For An Av. 05 Km Distance Total In Figures 9599914.61 9599914.61 Inr Ninety Five Lakh Ninety Nine Thousand Nine Hundred & Fourteen And Paise Sixty One Only 4.0 Construction Of Chamber For 100Mm Sluice Plates Item5 10.0 Nos Quoted Rate In Figures Select 0.0 0.0 Inr Zero Only Quoted Rate In Words Inr Zero Only
Contract Date: Apr 25, 2026 Contract Value : ₹ 51.83 Lakh
Government Departments No of Bidders 4
Jammu And Kashmir View Result →
Maharashtra View Result →
11.
Rural Development #10742289 Price Bid
Improvement of Bituminous Road at Vivekananda Place of booth no246,W 08 - Water Bound Macadam Base Course Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Vibratory Roller 8-10 Tonnes In Stages To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening / Binding Materials To Fill Up The Interstices Of Coarse Aggregate, Watering Including Lighting, Guarding, Barricading And Making Necessary Earthen Bundh Of One Metre Width On Each Side And Preparing The Bed By Necessary Cutting Or Filling, Including Cost Of All Materials And Hire And Labour Charges Of All Men And Machinery And Compacting To The Required Density, As Per Clause 404 Of Specifications For Road & Bridge Works Of Mort&H (5Th Revision). (I) Grading-I Aggregate (63 Mm To 45 Mm) Using Stone Screening Type A (13.2 Mm) , Bituminous Macadam Using Hot Mix Plant (Hmp) Providing And Laying Bituminous Macadam With Hot Mix Plant Using Approved Crushed Aggregates Of Specified Grading As Per Table 500.7 Premixed With Bituminous Binder, Transported To Site Laid Over A Previously Prepared Surface At Specified Laying Temperature With Paver Finisher To The Required Grade, Level And Alignment And Rolled With Suitable Power Roller For Break Down, Inter-Mediate And Finished Rolling As Per Specification To Achieve The Desired -Compaction Including Cost And Carriage Of Stone Materials And Bitumen, Hire Charges Of Machinery And Equipment, Cost Of Fuel And Lubricants And Wages Of Operational Staff, Quality Control Complete As Per Clause 504 Of Specifications For Road & Bridge Works Of Mort&H (5Th Revision). B. For Grading 2 (19 Mm Nominal Size, 50-75 Mm Thick.) (I) Using Batch Type Hmp Of Minimum Capacity 100-120 Tph. , Prime Coat Providing And Applying Primer Coat With Cationic Bitumen Emulsion Of Approved Grade Conforming To Is: 8887-1978 And Requisite Quantity On Prepared Surface Of Granular Base Including Cleaning Of Road Surface And Spraying Primer Using Mechanical Means Including Cost And Carriage Of Bitumen Emulsion And All Other Incidental Costs Of Work Complete As Per Clause 502 Of Specifications For Road & Bridge Works Of Mort&H (5Th Revision). (I) For Wbm / Wmm Surface: (With Primer @ 0.70-1.0 Kg/Sqm) , Tack Coat Providing And Applying Tack Coat With Cationic Bitumen Emulsion Of Approved Grade Conforming To Is: 8887-1978 On The Prepared Surface Cleaned With Hydraulic Broom, Moistening The Surface Including Cost And Carriage Of Emulsion, Hire Charges Of Machinery And Labour, Cost Of Fuel And Lubricants All Complete As Per Clause 503 Of Specifications For Road & Bridge Works Of Mort&H (5Th Revision). , Open-Graded Premix Surfacing Using Bituminous (Viscosity Grade Paving Bitumen / Modified Bitumen) Binder And Mobile Hot Mix Plant (Light Duty) Providing, Laying And Rolling Of Open - Graded Premix Surfacing Of 20 Mm Thickness Composed Of 13.2 Mm (@ 0.018 M³ Per M²) And 11.2 Mm (@ 0.009 M³ Per M²) Size Stone Aggregates, Including Thoroughly Cleaning Of The Surface, Screening, Cleaning And Pre-Heating Stone Chips And Fully Pre-Coating The Same Either Using Viscosity Grade Paving Bitumen Or Cut-Back Or Emulsion, Carrying The Mixture By Any Suitable Arrangements, Laying The Mixture Uniformly Over The Surface, Including Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In Mobile Hot Mix Plant (Light Duty) And Thoroughly Rolling With A Smooth Wheeled Roller 8-10 Tonne Capacity, Finished To Required Level And Grades Including The Cost And Carriage Of Stone Chips And Matrix, Heating The Matrix, Preheating The Aggregates To Required Temperature And Including The Hire Charges Of Mobile Hot Mix Plant (Light Duty) And Other Machinery, Pay Of Operators, Cost Of Fuel And Lubricants Etc. Complete To Be Followed By Seal Coat Of Either Type A Or Type B As Per Technicalspecification Clause 508 For Rural Roads Of Mord. , Providing And Laying Mastic Asphalt Wearing Course With Paving Grade Bitumen Meeting The Requirements Given In Table 500-29 Using Approved Coarse Aggregate, Fine Aggregate, Filler Material And Bitumen, Prepared By Using Mastic Cooker Including Cost And Carriage Of All Ingredients, Cost Of Heating Aggregates And Binder, Mixing In Specified Proportions Conforming To Approved Job Mix Formula And Laid To Required Level And Slope After Cleaning The Surface, Compacting, Sealing The Construction Joints And Surface Finishing Conforming To Specifications Including Providing Antiskid Surface With Bitumen Pre-Coated Fine-Grained Hard Stone Chipping Of 13.2 Mm Nominal Size At The Rate Of 0.005 Cum Per 10 Sqm And At An Approximate Spacing Of 10 Cm Center To Center In Both Directions, Pressed Into Surface When The Temperature Of Surfaces Not Less Than 100°C, Protruding 1 Mm To 4 Mm Over Mastic Surface, Including The Hire Charges Of All Tools And Plants And Machinery, Pay Of Operators, Cost Of Fuel And Lubricants And All Other Incidental Charges And Quality Control All Complete As Per Clause 516 Of Specifications For Road & Bridge Works Of Mort&H (5Th Revision). , Gst 18% (Cgst9% + Sgst9%) , Welfare Cess 1%
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 4
West Bengal View Result →
12.
Rural Development #10459152 Price Bid
Providing Material For Road / Building Construction At Jambut Tal Shirur Dist Pune-2 Cement 3 Crush Sand 4 Crush Metal 10Mm 5 Crush Metal 12Mm 6 Crush Metal 6Mm 7 Crush Metal 20Mm 8 Crush Metal 40Mm 9 Crush Metal 60Mm 10 Crush Metal 80Mm 11 Hand Broken Metal 80Mm / 60Mm 12 Hard Murum 13 Water Tanker ( 10, 000 Litre ) 14 Skilled Labor 15 Unskilled Labor 16 Trimix Treatment With Labour 17 Groove Cutting With Padded Bitumen Filling 18 Mobile Concrete Mixer 2.2 Cum 19 Vibratory Roller 8 Ton 20 Jcb 21 Genset 22 Burnt Brick 23 80Mm Rubber Mould Paving Block 24 60 Mm Rubber Mould Paving Block 25 Vitrified Mirror Tiles 26 Tmt Bar Steel 27 Oil Bound Distemper 28 Natural Sand 29 Cement Paint 30 Gci Sheet 24 Bwg 31 Rolling Shutter 32 900 Mm Np-2 Pipe 33 600 Mm Np-2 Pipe 34 450 Mm Np-2 Pipe 35 300 Mm Np-2 Pipe 36 M-10 Rmc With Dumping On Site 37 M-20 Rmc With Dumping On Site 38 M-30 Rmc With Dumping On Site 39 M-15 Rmc With Dumping On Site 40 M-10 Rmc With Pumping 41 M-20 Rmc With Pumping 42 M-15 Rmc With Pumping 43 M-30 Rmc With Pumping 44 Structural Steel 45 Bitumen Vg 30 ( 60 / 70 ) 46 Open Graded Premix Carpet 47 Granular Sub-Base ( Dry ) 48 Asphalt Sprayer Skilled Labor 49 Static Road Roller 50 Bitumen Paver Finisher Mechanical 100 Tph 51 Tractor ( 35 Hp ) 52 Rcc Suttering
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Maharashtra View Result →
13.
Public Administrative Department #10333688 Price Bid
Tender For Construction work of asphalt road at Ward No. 06, Lot-31 - Labour charges for site clearance i/e all comp. 2 Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tipers. Trimming botton and side slopers, in accordance with reuirements of line, grades and cross sections, and transproting to the embankment location within all lifts and led upto 1km 3 Providing, laying and spreading soil on a prepared sub grade. Pulbeising adding the designedquantity of cement @2% to the spread soil. Mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to from a layer of sub base/base. 4 Providing, laying and spreading Material on a prepared sub grade. Pulerising, adding the designed quantity of cemen@4% to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive stength and to form a layer of sub-base/base. 5 Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distrubutor at the rate of 0.200 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. 6 Providing and layingdense graded bituminous macadam with higher capacity batch type HMP using curshed aggregates of specified grading prermixed with bitumiuous brider (VG-30) @ 4.5 per cent by weight to total mix and filler. Transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling woth smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause no. 505 complete in all respects. 7 Providing and applying hot applied themo plastic compound 2.5 thick including reflectorising glass beades @250 gm/sqm area thickness of 15mm in excusive of surface applied glass beads as per IRC 35. clause 803 of MoRTH. 8 c/o HP Cluvert 9 c/o 1.50 mtr height retaining wall. 10 Supply & fixing of signboard i/c all comp. 11 E/work in excavation in fondation in mixedsoil i/e Disposal of surplus earth 3 km distance.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 4
Uttar Pradesh View Result →
14.
Housing Urban and Rular Development #10295684 Price Bid
Widening Of Link Road From Gonpa Culvert To Pholong Bagh Liker , 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. Ordinary Rock 60% , 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-Chargehard Rock (Blasting Prohibited) , 7.3 Dry Random Rubble Masonry With Hard Stone In Foundation And Plinth: Without Bond Stone , 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:1 M From Cutting Edge , Random Rubble Masonry With Hard Stone In Foundation And Plinth Including Leveling Up With Cement Concrete 1:6:12 (1 Cement : 6 Coarse Sand : 12 Graded Stone Aggregate 20Mm Nominal Size) Upto Plinth Level And Curing Complete With: 7.1.1 Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) , Providing And Laying Ms Pipe 1 Dia And 20 Length For Cross Drainage Of Road Including Loading Carriage And Unloading At Site And Including Cost Of Pipe And Refilling Of Earth All Complete Job: , 15Mm Cement Plasteron The Rough Side Of Single Or Half Brick Wall Of Mix: 13.2.11 : 4 ( 1 Cement : 4 Fine Sand) , 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. 17.95.1 With Material Conforming To Grade-L (Size Range 75 Mm To 0.075 Mm) Having Cbr Value-30 1500X4.3X0.15 = 967.5 Cum , Providing, Laying, Spreading And Compacting Graded Stone Aggregate (Size Range 53 Mm To 0.075 Mm ) To Wet Mix Macadam (Wmm) Specification Including Premixing The Material With Water At Omc In Mechanical Mix Plant, Carriage Of Mixed Material By Tipper To Site, For All Leads & Lifts, Laying In Uniform Layers With Mechanical Paver Finisher In Sub- Base I Base Course On Well Prepared Surface And Compacting With Vibratory Roller Of 8 To 10 Tonne Capacity To Achieve The Desired Density, Complete As Per Specifications And Directions Of Engineer-Incharge. , Providing And Applying Tack Coat Using Hot Straight Run Bitumen Of Grade 80/100 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 W.B.M.@ 0.75 Kg/Sqm. , 2.5 Cm Premix Carpet Surfacing With 2.25Cu.M. And 1.12 Cu.M Of Stone Chippings Of 13.2 Mm And 11.2 Size Respectively Per 100 Sq.M. And 52Kg. And 56 Kg. Of Hot Bitumen Per Cu.M. 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). With Paving Asphalt 80/100 Heated And Then Mixed With Solvent At The Rate Of 70 Grams Per Kg Of Asphalt. , 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 80/100 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. , Excavating, Supplying And Filling Of Local Earth (Including Royalty)By Mechanical Transport Upto A Lead Of 5 Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Trenches, Plinth, Sides Of Foundation Etc. Complete. , Carriage Of Cement By Mt Avg Lead 55 Km , Carriage Of Aggregate By Mt Avg Lead 10 Km
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 2
Jammu And Kashmir View Result →
15.
Public Administrative Department #10204971 Price Bid
Tender For Construction Work - Work Number 10, Ward 42, Lal Bagh, Construction Of Gaddamukti Asphalt Road Near Prem Shankars House. ; 1 Collection And Consolidation Of Wbm Top Coat With 22.4 -53Mm Gauge Stone Ballast Including Supply Of Stone Ballast Of Approved Quarry, Royalty.Carriage Uplo Site Loading Unloading Stacking, Testing Charges, Trade Tax And Other Taxes, Octroi Levies To And Also Including Opening Out Stacks Spreading Stone Ballast To Required Cambor And Template And Making Mendies To Retain Water And Also All Leads And Lifts, Water Charges, Watering And Compacting With 8-10 Tonne Smooth Wheeled Road Roller, Including All Hire Fuel Charges Of The Roller And Blinding With Type B Screening Materials Required For Propor Completion Of Work. Including All Material, Labour, T&P, Taxes, Labour Coss Etc. Complete As Per Direction Of Engineer In Charge But Excluding Gst ( Mord 405 ) 2 Providing And Applying Tack Coat With Bitumen Emulsion Using Emulsion Pressure Distributor At The Rate Of 0.20 Kg Per Sqm On The Prepared Bituminous / Granular Surface Cleaned With Mechanical Broom. 3 Providing And Laying Bituminous Concrete With Higher Capacity Batch Type Hot Mix Plant Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder ( Vg-30 ) @ 5.40 Per Cent Of Mix And Filler, Transporting The Hot Mix To Work Site, With A Hydrostatic Paver Finisher With Sensor Control To The Required Grade, Level And Alignment, Rolling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Mort&H Specification Clause No. 507 Complete In All Respects 4 Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels Grade And Cross Fall Using Type C As Per Technical Specification Clause 510 5 Gst
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
Uttar Pradesh View Result →
16.
Rural Development #10145575 Price Bid
Supplying Various Material And Services To Construction Of Internal Road From Bharat Kadam To Khandoba Mandir At Nirgudi Tal Haveli Dist Pune- 2 Cement 3 Crush Sand 4 Crush Metal 10Mm 5 Crush Metal 12Mm 6 Crush Metal 6Mm 7 Crush Metal 20Mm 8 Crush Metal 40Mm 9 Crush Metal 60Mm 10 Crush Metal 80Mm 11 Hand Broken Metal 80Mm / 60Mm 12 Hard Murum 13 Water Tanker ( 10, 000 Litre ) 14 Skilled Labor 15 Unskilled Labor 16 Trimix Treatment With Labour 17 Groove Cutting With Padded Bitumen Filling 18 Mobile Concrete Mixer 2.2 Cum 19 Vibratory Roller 8 Ton 20 Jcb 21 Genset 22 Burnt Brick 23 80Mm Rubber Mould Paving Block 24 60 Mm Rubber Mould Paving Block 25 Tmt Bar Steel 26 Natural Sand 27 900 Mm Np-2 Pipe 28 600 Mm Np-2 Pipe 29 450 Mm Np-2 Pipe 30 300 Mm Np-2 Pipe 31 M-10 Rmc With Dumping On Site 32 M-20 Rmc With Dumping On Site 33 M-30 Rmc With Dumping On Site 34 M-15 Rmc With Dumping On Site 35 M-10 Rmc With Pumping 36 M-20 Rmc With Pumping 37 M-15 Rmc With Pumping 38 M-30 Rmc With Pumping 39 Structural Steel 40 Bitumen Vg 30 ( 60 / 70 ) 41 Open Graded Premix Carpet 42 Granular Sub-Base ( Dry ) 43 Asphalt Sprayer Skilled Labor 44 Static Road Roller 45 Bitumen Paver Finisher Mechanical 100 Tph 46 Tractor ( 35 Hp ) 47 Kerb Stone 48 Chamber Cover Hd 49 Chamber Cover Md 50 4 X 3 Ft Information Board With Fixing 51 Bitumen Sprayer
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Maharashtra View Result →
17.
Rural Development #10145570 Price Bid
Supplying Various Material And Services To Construction Of Internal Road From Kailas Kadam To Tanaji Kadam At Nirgudi Tal Haveli Dist Pune- 2 Cement 3 Crush Sand 4 Crush Metal 10Mm 5 Crush Metal 12Mm 6 Crush Metal 6Mm 7 Crush Metal 20Mm 8 Crush Metal 40Mm 9 Crush Metal 60Mm 10 Crush Metal 80Mm 11 Hand Broken Metal 80Mm / 60Mm 12 Hard Murum 13 Water Tanker ( 10, 000 Litre ) 14 Skilled Labor 15 Unskilled Labor 16 Trimix Treatment With Labour 17 Groove Cutting With Padded Bitumen Filling 18 Mobile Concrete Mixer 2.2 Cum 19 Vibratory Roller 8 Ton 20 Jcb 21 Genset 22 Burnt Brick 23 80Mm Rubber Mould Paving Block 24 60 Mm Rubber Mould Paving Block 25 Tmt Bar Steel 26 Natural Sand 27 900 Mm Np-2 Pipe 28 600 Mm Np-2 Pipe 29 450 Mm Np-2 Pipe 30 300 Mm Np-2 Pipe 31 M-10 Rmc With Dumping On Site 32 M-20 Rmc With Dumping On Site 33 M-30 Rmc With Dumping On Site 34 M-15 Rmc With Dumping On Site 35 M-10 Rmc With Pumping 36 M-20 Rmc With Pumping 37 M-15 Rmc With Pumping 38 M-30 Rmc With Pumping 39 Structural Steel 40 Bitumen Vg 30 ( 60 / 70 ) 41 Open Graded Premix Carpet 42 Granular Sub-Base ( Dry ) 43 Asphalt Sprayer Skilled Labor 44 Static Road Roller 45 Bitumen Paver Finisher Mechanical 100 Tph 46 Tractor ( 35 Hp ) 47 Kerb Stone 48 Chamber Cover Hd 49 Chamber Cover Md 50 4 X 3 Ft Information Board With Fixing 51 Bitumen Sprayer
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Maharashtra View Result →
18.
Housing Urban and Rular Development #10008169 AOC
Tender for Percentage Boq Boq_Ver3.0 Percentage Normal Inr Only Inr Select, At Par, Excess (+), Less (-) Iocl Tender Inviting Authority: Executive Engineer Pmgsy Division Udhampur Name Of Road:-Permanent Restoration Of Road From Chak To Kalta, Under Package No. Jk14-361, Block & District Udhampur, Length:- 3.00 Kms Contract No. Jk14-361 Name Of The Bidder/ Bidding Firm / Company : Price Schedule (This Boq Template Must Not Be Modified/Replaced By The Bidder And The Same Should Be Uploaded After Filling The Relevent Columns, Else The Bidder Is Liable To Be Rejected For This Tender. Bidders Are Allowed To Enter The Bidder Name And Values Only ) Number # Text # Text # Number # Text # Number Number Text Text # Number # Text# Text # Number # Number Number Number Number Text Text Number Number Number Number Text Text Number Number Number Number Text Text Number Number Number Number Text Text Number Number Number Number Text Text Number Number Number # Number # Text Text Number # Number # Date Number # Number # Text # Sl. No. D Item Code / Make Quantity Units Estimated Rate In Rs. P Addition / Deduction Addition / Deduction Values Currency Convertion Against Each Item Quoted Currency In Inr / Other Currency Basic Rate In Figures To Be Entered By The Bidder Rs. P Excise Duty Vat Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 Iiird Party I.E Dgs&D / Rites Etc Inspection Charges @0.34%+Service Tax Less For Cenvat Credit,If Any Respect Of Supplies Under Full Excise Duty Category Total Amount Without Taxes In Rs. P Total Amount With Taxes Total Amount In Words , 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: Aks , 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 : 4Coarse 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: 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size) , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: Foundations, Footings, Bases Of Columns Etc. For Mass Concrete , Providing & Making Gabion Structure With Mechanically Woven Double Twisted Hexagonal Shaped Wire Mesh Gabion Boxes As Per Is 16014:2012,Morth Clause 2500, Of Required Size, Mesh Type 10X12 (D=100 Mm With Tolerance Of ± 2%) Zinc Coated, Mesh Wire Diameter 3.0Mm, Mechanically Edged/Selvedged With Partitions At Every 1M Interval And Shall Have Minimum 10 Numbers Of Openings Per Meter Of Mesh Perpendicular To Twist, Tying With Lacing Wire Of Diameter 2.2Mm, Supplied @ 3% By Weight Of Gabion Boxes, Filled With Boulders With Least Dimension Of 200 Mm, As Per Drawing, All Complete As Per Direction Of Engineer-In-Charge , Providing And Laying Of Rbm Filling Incl. Cost Of Consolidation And All Leads,Lifts And Carriages Complete. , Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth, Sides Offoundations Etc. In Layers Not Exceeding 20 Cm In Depth, Consolidating Each Depositedlayer By Ramming And Watering, Lead Upto 50 M And Lift Upto 1.5 M. , Back Filling(Stone Filling) Behind R/Wall, Abutment, Wing Wall Etc Including Supply Of Stones. , Providing And Laying Damp-Proof Course (Coping/Flooring) 50 Mm Thick With Cement Concrete 1:2:4 (1Cement:2 Coarse Sand: 4 Graded Stone Aggregate 20 Mm Nominal Size) And Curing Complete , 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.16.82.2 With Material Conforming To Grade-Ii (Size Range 53 Mm To 0.075 Mm ) Having Cbr Value-25 , Providing, Laying, Spreading And Compacting Graded Stone Aggregate (Size Range 53 Mm To 0.075 Mm ) To Wet Mix Macadam (Wmm) Specification Including Premixing The Material With Water At Omc In Mechanical Mix Plant, Carriage Of Mixed Material By Tipper To Site, For All Leads & Lifts, Laying In Uniform Layers With Mechanical Paver Finisher In Sub- Base / Base Course On Well Prepared Surface And Compacting With Vibratory Roller Of 8 To 10 Tonne Capacity To Achieve The Desired Density, Complete As Per Specifications And Directions Of Engineer-In-Charge , Providing And Applying Tack Coat Using Bitumen Emulsion Conforming To Is: 8887, Using Emulsion Pressure Distributer Including Preparing The Surface And Cleaning With Mechanical Broom. On W.B.M. /W.M.M. @ 0.4 Kg/Sqm , 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. 16.63.1 50 To 100 Mm Average Compacted Thickness With Bitumen Of Grade Vg-30 @ 3.5% (Percentage By Weight Of Total Mix) Prepared In Batch Type Hot Mix Plant Of 100-120 Tph Capacity. 16.63.1A 50 To 100 Mm Average Compacted Thickness With Bitumen Of Grade Vg-10 @ 3.5% (Percentage By Weight Of Total Mix) Prepared In Batch Type Hot Mix Plant Of 100-120 Tph Capacity , Providing And Applying Tack Coat Using Hot Straight Run Bitumen Of Grade -Vg-10, 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. 16.38.2 On Bitumen Surface @ 0.50 Kg/Sqm. , Cm Premix Carpet Surfacing With 1.8Cum And 0.90 Cum Of Stone Chippings Of 13.2 Mm Size And 11.2 Size Respectively, Per 100 Sqm And 52Kg 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). With Paving Asphalt Grade Vg-10 Heated And Then Mixed With Solvent At The Rate Of 70 Grams Per Kg Of Asphalt. , 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-10 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. , Carriage Of Material By Mechanical Transport From Source To The Site Of Work Including Loading/Unloading And Stakcing Complete. , Sand For An Av. 50 Kms Disntace. , Stone Aggregate 40 Mm Above For An Av. 09 Kms Distance , Bajree For Av. Distance Of 09Km , Stone For An Av. 09 Km Distance Total In Figures 7119986.97 7119986.97 Inr Seventy One Lakh Nineteen Thousand Nine Hundred & Eighty Six And Paise Ninety Seven Only 4.0 Construction Of Chamber For 100Mm Sluice Plates Item5 10.0 Nos Quoted Rate In Figures Select 0.0 0.0 Inr Zero Only Quoted Rate In Words Inr Zero Only
Contract Date: May 11, 2026 Contract Value : ₹ 39.15 Lakh
Government Departments No of Bidders 3
Jammu And Kashmir View Result →
19.
Power #9905362 AOC
Civil works comprising of Intake Tunnel, Desilting Chamber, Silt Flushing Tunnel, Head Race Tunnel, Surge Shaft, Pressure Shaft/Penstock, Power House Cavern, Bus Ducts, Transformer Cavern, Main Inlet Valve Cavern, MAT and other Adits/Access Tunnels in Power House Area, Downstream Surge Galleries, Tail Race Tunnel including Adits for the implementation of the 260 MW Dulhasti Stage-II H.E Project, in the Kishtwar District of UT of J&K, India.; 1 GROUP-A : SURFACE WORKS 2 Dewatering During Construction 3 Dewatering of Surface Construction Sites including supply, installation and removal of pumping equipment from the site 4 Surface Excavation 5 Common excavation 6 Rock excavation 7 Line drilling 8 Dental excavation 9 Minor excavation 10 Removal of material arising from overbreak accepted due to geological conditions. 11 Extra for Haulage of excavated materials 12 - Extra for haulage beyond 3 km upto 6 km 13 Rock stabilization and Supports 14 Rock Anchors 25 mm dia, including accessories & testing 15 - Length upto 4.0 m 16 - Lengthmore than 4.0 m upto 6.0 m 17 Rock Anchors 32 mm dia including accessories & testing 18 - Length upto 6.0 m 19 - Length more than 6.0 m upto 9.0 m 20 Self drilling hollow core anchors 25mm dia. 21 - Length upto 6.0 m 22 Grouted Anchor Bars 25 mm dia 23 - Length upto 6.0 m 24 Grouted anchor bar 32 mm dia. 25 - Length upto 6.0 m 26 Rock Anchortesting 27 - Rock Anchor 25 mm dia 28 - Rock Anchor 32 mm dia 29 Rock Anchor Extensions/ Extension of Grouted Anchor Bars into concrete, 25mm/32mm 30 Mesh reinforcement 31 - Welded wiremesh 32 - Chain link fabric 33 Shotcrete 34 Plain Shotcrete 35 SFR Shorcrete excluding steel fibre and micro silica 36 Cement variation in shotcrete 37 Superplasticiser 38 Steel Fibre 39 Micro Silica 40 Backfill intemporary coffer dykeatTRT Outlet, SFT Outlet Portal etc. 41 Random backfill 42 Compacted backfill 43 Drilling, Grouting and Pressure Relief Holes 44 Drilling for consolidation grouting 45 - 45 mm dia holes 46 Placing grout (excluding cement) 47 - Consolidation grouting operation 48 Drilling for Pressure Relief holes 49 - Drilling of 45 mm dia hole 50 - Supply and installation of 36 mm dia perforated PVC pipes. 51 Water pressure test- simple water test 52 Embedding pipes and fittings for grouting left permanently in place 53 Grouting materials 54 - Cement 55 - Sand 56 - Bentonite 57 - Admixtures 58 - Micro fine/Ultra Fine Cement 59 Concrete 60 Plain cement concrete 61 Lean & Plum Concrete (M10/A80) 62 - M15/A80. 63 - M15/A40 64 - M25/A40 65 - Reinforced Cement concrete M25/A40 66 -SFT,TRT Outlet Works, Pothead Yard 67 -Portals of Adits, Access Tunnel and other tunnels 68 Blockout Concrete(M35/A20) 69 Cement variation in concrete 70 Admixtures for concrete 71 - Air-entraining agent 72 - Super plasticizer 73 Formwork 74 Class F1 75 Class F2 76 Class F3 77 Class F1C 78 Class F2C 79 Class F3C 80 Reinforcing Steel 81 Deformed Reinforcing bars - Grade Fe 500 82 Plain reinforcing bars 83 Couplers 84 - 32mm dia 85 Waterstops and joints 86 P.V.C. water stops(230 mm wide) 87 Joint fillers(24 mm thk) 88 Joint fillers(12 mm thk) 89 Joint Sealing Compound 90 Metalworks 91 MS Railing 92 GI railing 93 Ladders 94 Gratings 95 Climbing irons 96 Miscellaneous and Ancillary Works 97 Fencing and gates 98 - Fencing 99 - Gates 100 PVC Pipes 101 - 75mm dia 102 - 100mm dia 103 - 150mm dia 104 - 200mm dia 105 Slope protection 106 Wire crates/ Gabions 107 - Wire crates 108 - Boulder filling in wire crates 109 - Polymer Rope Gabions insitu assembled 110 Size 2m x 2m x1m 111 Size 1m x 1m x1m 112 Random Rubble Masonary Wall 113 - Wet R R Masonry 114 Concrete blocks 115 Tetra pods blocks 116 Monitoring Instruments 117 Load cell 118 Optical Bi-Reflextargets 119 Water level measuring gauge (mechanical type) 120 Multipointhole extensometer 121 Electrical Type 122 Mechanical Type 123 Read out units 124 - Read out units for Electrical load cells 125 - Read out units for other electrical instruments like extensometer, piezometers etc. 126 Roadworks 127 Clearing and Grubbing of LandClearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. 128 -In the area of Throny Jungle. 129 Excavations 130 Earthworkinbulkexcavationbymechanicalmeans(hydraulicexcavator)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 byEngineer-in-Charge. Ordinary Rock 131 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 byEngineer-in-Charge. Hard Rock (Requiring Blasting) 132 Earthworkinbulkexcavationbymechanicalmeans(hydraulicexcavator)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 byEngineer-in-Charge. Hard Rock (Blasting Prohibited) 133 Carriageofmaterialsbymechanicaltransportincludingloading,unloadingand stacking of earth: upto 3 km 134 Embankment 135 Bankingexcavatedearthinlayersnotexceeding20cmindepth,breakingclods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil: 136 Masonry Works 137 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: stone aggregate 20 mm nominal size) 1:3:6 138 Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns 139 Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarsesand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with:Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah 140 Providing & making Gabion structure with Mechanically Woven Double twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per direction of Engineer-in-charge. 141 Supply & Stacking of Hard stone (for stone pitching) 22.5 cm thick at site. 142 Hand-packing stones in wire-crates; excluding cost of crates and stones 143 Providing & Fixing 75 mm PVC Pipe (Working Pressure 4 Kg/Cm) in weep hole of Retaining/ Breast/ Toe Wall all complete as per direction of Engineerin-Charge. 144 20 mm Cement plaster of mix: - 1 : 4 ( 1 cement : 4 coarse sand) for external plaster for height upto 10.0 m from ground level including carriage, loading & unloading. 145 Subgrade 146 Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters. 147 Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade. 148 Supplying and stacking at site Graded crushed stone aggregate of size 90 mm to 45 mm 149 Supplying and stacking at site Graded crushed stone aggregate of size 63mm to 45mm 150 SupplyingandstackingatsiteGradedcrushedstoneaggregateofsize53mmto 22.4mm 151 SupplyingandstackingatsiteGradedcrushedstoneaggregateofsize13.2mm nominal size (Type A) 152 SupplyingandstackingatsiteGradedcrushedstoneaggregateofsize11.2mm nominal size (Type B) 153 Supplying and stacking at site Graded crushed stone aggregate of size Moorum 154 Laying,spreadingandcompactingstoneaggregateofspecifiedsizestoWBM specificationsinuniformthickness,handpicking,rollingwith3wheeledroad/ vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. 155 Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, layingin uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as perspecifications and directions of Engineer-in-Charge 156 Bituminous Pavement 157 Providing and applying tack coat using hot straight run bitumen of grade – VG-10, includingheatingthebitumen,sprayingthebitumenwithmechanicallyoperated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On W.B.M. @ 0.75 Kg/sqm. 158 ProvidingandlayingDenseGradedBituminousMacadamusingcrushedstone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying 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 desiredcompactionanddensity,completeasperspecifications anddirectionsof Engineer-in-Charge.50 to 100 mm average compacted thickness with bitumen of gradeVG-30@5%(percentagebyweightoftotalmix)andlimefiller@2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. 159 Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and gradingas specified,with bitumen of suitable penetration grade including required key aggregate as specified,spreading coarse aggregate with the help of self propelled/ tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy. For 75 mm compacted thickness in two layers using stone aggregate of size 63-41mm graded @ 0.90 cum per 10 sqm key aggregate of size 20.0 mm graded @ 0.18 cum per 10 sqm with paving asphalt grade VG-10 @ 68 kg/10sqm 160 Providingandlayingseal coatof premixedfine aggregate(passing2.36mm 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 161 Road Safety 162 Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heaterandprofileshoeheater,drivenbyexperiencedoperatoronroadsurface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. 163 Type - B, THRIE: Metal Beam Crash Barrier (providing and erecting a Thrie metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810). 164 Providing and fixing Glow studs of size 100x20mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite) or HIP (High impact Polystyrene) or ABS having electronically welded micro-prismatic lens with abrasion resistant coating as approved byEngineer-in-charge. The Glowstud shall support aload of 13635 kg tested in accordance with ASTM D4280. The slope of retro-reflective surface shall be 35 +/- 5 degrees to base. The reflective panels on both sides with at least 12cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS : 873 part 4 : 1973. The studs shall be fixed to theroad surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. 165 Rock stabilization and Supports 166 Rock Anchors 25 mm dia and length up to 4m 167 Plain Shotcrete 168 Welded Wire Mesh 169 Drilling of drainage hole up to 4m 170 Repair & Maintenance of Internal/access road & other roads Double Lane (Formation width) 171 Bridges 172 Permanent Bridge : Planning, Investigation, Design, Construction, Testing and commissioning of 70R double lane Steel Truss girder type bridge having 7.5m carriageway width and 0.9m footpath on either side with design and construction of suitable abutments / Pier/ well foundation/ Pile foundation, dirt wall, return wall approach slab etc. complete in all respect, including Structural Design, Technical Specifications and Load Test procedure duly approved / proof checked by Indian Institute of Technology (IIT). 173 Temporary Bridge : Planning, Investigation, Design, Construction, Testing and commissioning of two parallel bridges on common abutments. Each bridge of 40R single lane(minimum 3.5m carriageway and minimum 0.9 m wide walkway on one side) , with design and construction of suitable abutments / Pier/ well foundation/ Pile foundation, dirt wall, return wall, approach slab etc. complete in all respect including dismentling and storage at designated place as directed by Engineer-in-Charge. 174 Culverts- Planning, Investigation, Design, Construction, Testing and commissioning, as per site condition single / double lane road width and loading capacity, complete in all respect, with Structural Design, Technical Specifications and Load Test as per IRC SP-13 and to be approved by the Enigineer-in-Charge 175 Construction of Culverts 2 to 6 M Span
Contract Date: Mar 30, 2026 Contract Value : ₹ 880.43 Crore
Boards / Undertakings / PSU No of Bidders 4
Jammu And Kashmir View Result →
20.
Housing Urban and Rular Development #9600173 Technical Bid
Tender For Chandi Mata Mandir To Dr. Qasim.; 1 Supplying and stacking of graded stone aggregate at site of size range. (Excluding Carriage) 63 mm to 45mm 2 Supplying and stacking at site stone screening of size (excluding carriage) 13.2 mm nominal size (Type A) 3 Supplying and stacking at site stone dust (excluding carriage) 4 Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density 63 mm to 45mm 5 Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge 6 Providing and applying tack coat using hot straight run bitumen of grade –VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleani preparing the existing road surface as per specifications.On W.B.M. @ 0.75 Kg/sqm. 7 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 of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity 8 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 capacityetc. complete (tack coat to be paid for separately).With paving Asphalt grade VG-30 with no solvent. 9 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-10 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 10 Surface/Berm 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. 11 Carriage of material by mechanical transport from source to the site of work including loading/unloading and stakcing complete. 12 Sand for an av. lead 80 Kms distance 13 Bajree/Stone aggregates below 40mm nominal size for an av. 20 Kms distance 14 Stone aggregate 63mm to 45mm size for an av. 20 Kms distance . 15 Stone dust for an av. 20 Kms distance
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 6
Jammu And Kashmir View Result →
21.
Housing Urban and Rular Development #9600171 Technical Bid
Tender For Seri Kheri Road.; 1 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 70%, ordinary rock 20% & hard rock by blasting 10%) 2 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. 3 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: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) 4 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) 5 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) 6 Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge 7 Providing and applying tack coat using hot straight run bitumen of grade –VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleani preparing the existing road surface as per specifications. On Bitumen surface . @ 0.50 kg/sqm. 8 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 capacityetc. complete (tack coat to be paid for separately).With paving Asphalt grade VG-30 with no solvent. 9 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-10 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 10 Drain clearance in soils; mixed with moorum/kankar/shingle/boulders; disposal lead upto 50m and lift upto 1.5m 11 Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete Non-pressure NP-3 class (Medium duty) R.C.C. pipes 900 mm dia. R.C.C. pipe 12 Centering and shuttering including strutting, propping etc. and removal of form for: 13 Foundations, footings, bases of columns etc. for mass concrete 14 Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. 15 Stone filling hand packed including cost of stones in Horizontal on level 16 Providing and laying drain flooring / coping 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete 17 Providing and fixing PVC rain water pipes conforming to IS: 13592 Type A including jointing for Weep holes 75 mm diametre 18 Carriage of material by mechanical transport from source to the site of work including loading/unloading and stakcing complete. 19 Sand for an av. lead 80 Kms distance 20 Bajree/Stone aggregates below 40mm nominal size for an av. 20 Kms distance 21 Stone for an av.lead of 20 Kms distance. 22 900 mm dia hume pipe for an av. Lead of 100 Kms
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 7
Jammu And Kashmir View Result →
22.
Defence #9555476 AOC
Tender For Special Repair Of Black Top Road At Tezu Under Ge P Lohitpur.; 1 Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exceeding 400 sqm, depth exceeding 50 mm but not exceeding 100 mm complete all as specified and as directed. 2 M & L for 7.5 cm thick (compacted thickness) WBM, with coarse aggregates of lime stone, sand stone, flint or quartzite of grading 2 (63 to 40 mm size) or of grading 3 (53 to 22.4 mm size), spread, rolled and compacted to required gradient and camber with three wheel-power roller of 80 to 100 kN capacity or an equivalent vibratory roller complete all as specified and as directed. 3 Preparing unsurfaced water bound macadam surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. complete all as specified and as directed. 4 M & L for applying evenly a priming coat with bituminous primer (paving grade bitumen VG-10 grade) @ 10 kg per 10 sq metres complete all as specified & as directed. 5 M & L for bituminous concrete 40 mm (compacted thickness) using graded crushed stone aggregate premixed with binder (paving grade bitumen VG-30 grade) @ 5.5% by weight of total mix & hydraulic lime/cement(OPC-43 Grade) filler, rolled and compacted to required camber and gradient complete all as specified and as directed.Note :- (i) Semi dense bituminous concrete shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper.(ii) The exact bitumen content required shall be determined following the Marshall Mix Design procedure contained in the Asphalt Institute Manual MS-2 (Sixth Edition) as referred in case 3.5.3 of IRC 111: 2009. The adjustment in rate on MINUS side variation in quantity of bitumen if any shall be priced at the rate of ₹60 per kg. No claim whatsoever shall be made for adjustment in plus side. 6 Supply and fix solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc complete all as specified and as directed. 7 M & L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed 8 Providing and laying at or near ground level factory made kerb stone of any size, top bullnosed shape, made of M-25 (Design Mix) 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 5 mm), including making drainage opening wherever required complete all as specified and as directed.
Contract Date: Mar 28, 2026 Contract Value : ₹ 65.05 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 3
Arunachal Pradesh View Result →
23.
Housing Urban and Rular Development #9481110 Technical Bid
Construction Of Main Location For T.F.C. Ram Van Gaman At District Chitrakoot (U.P.) - TFC, RAMVANGAMAN 3 Carriage of good earth by mechanical transport including loading, unloading and stacking 4 (upto 20KM) 5 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. 6 All kinds of soil 7 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. 8 All kinds of soil (From 1.5 to 3 m depth) 9 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. 10 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 11 Supplying chemical emulsion in sealed containers including delivery as specified. 12 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% 13 Diluting and injecting chemical emulsion for pre-constructional anti-termite treatment (excluding the cost of chemical emulsion) : 14 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor : 15 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. 16 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 17 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 18 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 19 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) 20 Making plinth protection 50mm thick of cement concrete 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) 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. 21 Centring and shuttering including strutting,propping etc. and removal of form for 22 Foundations, footings, bases of columns etc. for mass concrete. 23 Suspended floors, roots, landings, balcnies and access platform. 24 Shelves (Cost in situ) 25 Lintels, beams, plinth bams, griders, bressumers and cantilevers. 26 Columns,Pillars, Piers, Abutments, Posts and Struts 27 Stairs, (excluding landings) except spiral-staircases 28 Edges of slabs and breaks in floors and walls Under 20 cm wide 29 Weather shade, Chajjas, corbels etc., including edges 30 Extra for additional height in centering, shuttering where ever 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). 31 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 32 Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 33 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without 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. 34 All works upto plinth level 35 Concrete of M30 grade with minimum cement content of 350 kg /cum 36 All works above plinth level upto floor V level 37 Concrete of M30 grade with minimum cement content of 350 kg /cum 38 Add for using extra cement in the items of design mix over and above the specified cement content therein. 39 ANCHOR BLOCK FOR STONE BENCHES 40 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, 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 the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 41 400 mm dia piles 42 Extra over single under ream for providing additional bulbs in under reamed piles, under specified diameter(only the nos. of extra bulbs are to be paid) 43 400 mm dia piles 44 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 of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. 45 Single pile upto 50 tonne Safe capacity 46 Initial test (Test Load 2.5 times the Safe capacity) 47 Routine test (Test Load 1.5 times the Safe capacity) 48 MASONRY WORK 49 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 50 Cement mortar 1:6 (1 cement : 6 coarse sand) 51 Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry with 150mm to 300 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). 52 Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry 100mm/125mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. 53 WOOD WORK 54 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 55 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 56 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 57 Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glass excluded) (overall area of door shutter to be measured): 58 Rectangular or square. 59 Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. 60 1.0 mm thick 61 Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete. 62 With 12 mm mild steel U beading 63 Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc.to be paid separately). 64 Providing and fixing 12 mm thick frameless toughened glass partitions of approved brand and manufacturer, including providing and fixing partitions at top & bottom with aluminum channel etc. all complete as per direction of Engineer-in-charge 65 Providing and fixing approved brand and manufacturer SS 304 grade hardwares for Doorsetc. 66 Providing and fixing approved brand and manufacture SS 304 grade D type 300mm Pull Handle with 22mm dia fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 67 Providing and fixing approved brand and manufacture SS 304 grade Glass door Lock, top and bottom patch fitting with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 68 Providing and fixing approved brand and manufacture SS 304 Lever Handle D-type, 22mm dia fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 69 Providing and fixing approved brand and manufacture SS 304 grade SS 304 grade Mortise Dead Lock with 60mm Backset fixed fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 70 Providing and fixing approved brand and manufacture SS 304 grade Tower bolt 250mm long with 10mm dia fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 71 Providing and fixing approved brand and manufacture SS 304 grade Tower bolt 150mm long with 10mm dia fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 72 Providing and fixing approved brand and manufacture SS 304 grade wall mounted door buffer fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 73 Providing and fixing approved brand and manufacture SS 304 grade Door Stopper - door mounted hanging type fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 74 Providing and fixing 85x42 mm chromium plated brass pull bolt lock with necessary chromiumplated brass screws, nuts, bolts and washers etc. complete. 75 Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. 76 125 mm 77 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. 78 Toilet CubicalProviding and fixing Toilet Cubicle (of following standard dimension which includes 600 mm door size width) made of heat, bacteria, water, chemical, scratch, impact and anti bacterial resistant 12 mm thick solid compact laminate panelsFinish of the compact laminate should be raw silk which include doors, pilasters and intermediate panels finished with approved texture/shade as per the detail drawing and as per IS 2046 (Indian Standard) and as per fire retardant BS-476/97 standard.This also includes providing and fixing in position necessary hardware made out of Stainless Steel (Grade 316) as per manufacturers specifications and EIC instructions like (1) Door Knob, (2) Gravity Hinges, (3) Thumb turn lockset indicators, (4) Coat hooks, (5) U- Channels, (6) SS-Shoe Box Plate, (7) MS-Base Plate, (8) Rubber noise deafening tape, (9) Screws and wall Plugs. 79 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 80 Using M.S. angels 40x40x6 mm for diagonal braces 81 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 82 Hot finished welded type tubes 83 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. 84 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 85 Providing and fixing stainless steel (Grade 316) 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-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 86 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 87 25 mm thick 88 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 89 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 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. 90 Glazed Vitrified tiles Matt/Antiskid finish of size 91 Size of Tile 600 x 600 mm 92 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete. 93 Size of Tile 600 x 600 mm 94 Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. 95 Providing and laying matt finished vitrified tile of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. 96 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 architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (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. 97 Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent 98 Extra for pre finished nosing to treads of steps of Granite stone. 99 Extra for Granite stone flooring in treads of steps and risers using single length up to 2.00 metre . 100 Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (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 : 101 Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. 102 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 to edges to give high gloss finish etc. complete at all levels. 103 Granite of any colour and shade 104 Area of Slab over 0.50sqm 105 Extra for providing edge moulding to 18mm thick marblestone counters, Vanities etc. including machine polishing to edge to give high glossfinishetc.completeasper designapprovedbyEngineer-in-Charge. 106 Granite work. 107 Extra for fixing marble /granite stone over and abovecorresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive including cleaning etc. complete. 108 Extra for providing opening of required size & shape for wash basins/ kitchen sink in kitchen platform, vanity counters and similar location in marble/Granite/stone work including necessary holes for pillar taps etc. including rubbing and polishing of cut edges etc. complete. 109 12mm cement plaster of mix : 110 1:6 (1 cement: 6 coarse sand) 111 15 mm cement plaster on the rough side of single or half brick wall of mix : 112 1:6 (1 cement: 6 coarse sand) 113 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). 114 6 mm cement plaster of mix : 115 1:3 (1 cement : 3 fine sand) 116 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. 117 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 : 118 New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 119 Painting with synthetic enamel paint of approved brand and manufacture of required color to give an shade. 120 Two or more coats on new work including priming coat of ordinary paint approved brand. 121 Finishing walls with textured exterior paint of required shade :New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm 122 Providing & fixing galvanized low carbon wire, anealed wire Chicken mesh formed by twisting two adjacent wires at least four times, forming a hexagonal shaped strong honeycomb mesh structure on joints of RCC & Brick work before plastering, of required gauge (not less than 21 gauge)and size with nails etc. complete as specified in drawing and as per the Direction of Engineer-in-charge. 123 Stone work ashlar sunk or moulded or sunk and moulded upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : 124 White sand stone 125 Extra for stone work ashlar sunk or moulded or sunk and moulded or carved in : 126 Triangular or Square or rectangular pillars 127 Circular or polygonal pillars 128 Extra for stone work ashlar sunk or moulded in cornices. 129 Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. 130 White sand stone 131 DRY CLADDINGProviding and fixing dry cladding upto 10 metre heights with 30mm thick gang saw cut stone with machine cut edges of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately). 132 White sand stone - 30mm thick gang saw cut stone 133 Providing and fixing structural steel frame (for dry cladding with 30 mm thick gang saw cut with machine cut edges sand stone) on walls at all heights using M.S. square/ rectangular tube in the required pattern as per architectural drawing, including cost of cutting, bending, welding etc. The frame work shall be fixed to the wall with the help of M.S. brackets/ lugs of angle iron/ flats etc. which shall be welded to the frame and embedded in brick wall with cement concrete block 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) of size 300x230x300mm, including cost of necessary centring and shuttering and with approved expansion hold fasteners on CC/RCC surface, including drilling necessary holes. Approved cramps/ pins etc. shall be welded to the frame work to support stone cladding, the steel work will be given a priming coat of Zinc primer as approved by Engineer-in-charge and painted with two or more coats of epoxy paint (Shop drawings shall be submitted by the contractor to the Engineer-incharge for approval before execution). The frame work shall be fixed in true horizontal & vertical lines/planes. (Only structural steel frame work shall be measured for the purpose of payment, stainless steel cramps shall be paid for separately and nothing extra shall be paid). 134 Providing and fixing adjustable stainless steel cramps of approved quality, required shape and size, adjustable with stainless steel nuts, bolts and washer (total weight not less than 260 gms), for dry stone cladding fixed on frame work at suitable location, including making necessary recesses in stone slab, drilling required holes etc complete as per direction of the Engineer-incharge. 135 Applying breathable, non-reactive, antifungal, and water repellant Silane/Siloxane chemical as approved by Archaeological Survey of India/ Engineer-in-charge, of approved brand and manufacture, diluted with solvent mineral Turpentine oil in the ratio of 1:12 (One part of approved chemical :12 Part of Turpentine oil), on the existing sand stone masonry surface with two or more coats to give uniform application of chemical on the surface, all complete as per direction of Engineer-In-charge (The rate is inclusive of all materials & labours involved except scaffolding). 136 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. 137 White sand stone 138 Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturers specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : 139 12.5 mm thick tapered edge gypsum moisture resistant board 140 Providing and fixing false ceiling at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595mm of approved texture, design and patterns as per CPWD Specification 2019, to be laid in true horizontal level suspended on inter-locking metal T-Grid of hot dipped galvanised iron section of 0.33mmthick (galvanized @ 120 grams per sqm including both sides)comprising of main-T runners of size 24x38 mm of length 3000 mm, cross - T of size 24x32 mm of length 1200 mm and secondary intermediate cross-T of size 24x32 mm of length 600mm to form grid module of size 600 x 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 12x50 mm long dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 76x25x25x1.6mm fixed with grid and Z cleat of size 25x37x25x1.6mm thick with precut hole on both 25mm flange to pierce into 12x50mm or even bigger size dash fastener if require, fixed with Glavanised iron perimeter wall angle or size 24x24x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450mm center to center and 40 mm long dry wall S.S screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge. 141 With 15 mm thick Tegular edged light weight calcium silicate false ceiling tiles 142 Providing and fixing tiled false ceiling of approved materials of size 595x595 mm in true horizontal level suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 gsm/sqm, both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38mm made from 0.30mm thick (minimum) sheet, spaced at 1200mm center to center and cross T of size 24x25mm made of 0.30mm thick (minimum) sheet, 1200mm long spaced between main T at 600mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600mm and size 24x25mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600mm panel to form grids of 600x600mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, wherever, required, cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 x mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete at all heights as per specifications drawings and as directed by Engineer-in-charge. GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece. GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece. 143 Providing and laying integral cement based 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 by 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 compound conforming to IS : 2645 and approved 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 Engineering-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 Engineering-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65mm. 144 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. 145 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 : 146 In 75x75 mm deep chase 147 Providing and laying broken AAC Block in sunken portion of W.C. & kitchen. These broken Block mixed with cement mortar 1:8 ( 1 cement : 8 coarse sand) laid and compacted properly including supply of labour, material, and tools and plant etc. as per instruction of Engineer-in-charge. 148 Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner. 149 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing and paneling to be paid for separately) : 150 For fixed portion 151 Powder coated aluminium (minimum thickness of powder coating 50 micron) 152 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required (Fittings shall be paid for separately). 153 Powder coated aluminium (minimum thickness of powder coating 50 micron) 154 Providing and fixing 6 mm thick high performance toughened glass from approved manufacturer complete in all respects as per direction of the Engineer-in-charge. (Required properties Solar factor 0.43, U-Value (W/sq.m-K) 5.6, Visible light transmittance 0.43). The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. 155 PLUMBING Work 156 SANITARY INSTALLATIONS 157 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. 158 Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. 159 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 160 White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap 161 Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- 162 White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer 163 Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink of approved makeas per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting offittings and brackets,cuttingandmakinggoodthe walls wherever required 164 Kitchen sink with drain board 165 510x1040 mm bowl depth 250 mm 166 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. 167 Providing and fixing Differecially abled toilets including Wash basin, Water closet,Cistern, grab bars & hand rails etc. The rate include cost of all material & labour involved in the item complete and all as per direction of engineer incharge.For physically handicap person consisting of; 168 Providing & fixing heavy quality PVC waste pipe for sink including PVC waste fitting Complete 169 Flexible Pipe 170 40mm Dia 171 Providing & fixing toilet paper holder 172 C.P. brass 173 Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipesfor soil, waste SWR Type-B as per IS : 13592 suitable for rubber ring joints for vertical pipes and solvent cement joints for horizontal pipes, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors),reducers, couplers, cowels, clamps, hangers, rubber rings, clean outs, provision for C P Grating fixing for any waste connection from washing machine etc. fixing at wall / ceiling / floor level supported by clamp & hangers etc.inside duct / suspended from floor under false ceilingfor proper completion of the work. The rubber ring shall confirm to IS:5382. ( (SOIL, WASTE, RAIN WATER & VENT) 174 110 mm diameter pipe 175 Providingandfixingin position Upvc full bore P / S trap with 50 mm water seal(IS : 14735) of the following sizes .Making proper connection with solvent cement. 176 Providing, fixing & testing uPVC pipes, conforming to IS 4985 class 3 (6 kg/cm2) including injection moulded fittings, jointing with solvent cement, cutting and making good the floors and walls and jointingto trap/waste pipe, complete of outer dia. (Indirect waste) 177 40mm diameter pipe 178 50 mm diameter pipe 179 63 mm diameter pipe 180 Providing & fixing Nickel Chromium Platedliquid soap dispenser with metallic bottle of approved brand & make112 mm distance from wall of standard shape with bracket (Nickel chromium plating should pass Salt Spray Test for 200 hours) of the same materials with snap fittings of approved quality and colour, complete as per direction of Engineer in Charge. 181 Providing & fixing soap dish holder of approved design. 182 Providing and fixing CP brass single lever low flowwall mounted Sink mixer with 15 mm CP brass single lever swivel spout with waste complete with flow rate 2.5 litre per minute at 3 bar including cutting and making good the walls where required. 183 Providing and fixing of approved make following-a) Concelaed type CP Brass diverter(for hot and cold water), overhead shower with arm with rubit cleaning system with flow rate 6 litre per minute at 3 bar complete with all accessories as requiredand spoutwith flow rate 3.8 litre per minute at 3 bar, wall flange complete with all accessories as required and making good the walls wherever required. 184 Providing,Fixing wall mounted of approved make Double Coat hookon door complete. 185 Providingand fixing CP brass 2 Way Bib cock with wall flange with flow restrictor with flow rate 2.5 litre per minute at 3 bar. 186 Providing, fixing, testing & commissioning of Floor drain made of uPVC reducing elbow (110x63 mm) with horizontal drain outlet of 63 mm OD, round top of 110 mm OD. (Floor Drain) 187 Providing & fixing uPVC clean out plug with suitable opening with threaded uPVC socket fixed to uPVC pipe joints as required complete in all respects. 188 110 mm dia 189 Providing, fixing and testing of uPVC SWR inlet fittings with two or three saddle inlets of 40, 50 or 63 mm size, fabricated from 110 mm outer dia uPVC pipes and fixed to uPVC traps with solvent cement joint complete in all respect. 190 Providing and fixing SS Grating of 125 mm dia of approved quality and colour complete as per direction of engineer in charge. 191 Circular Type 192 125 mm nominal dia with 25 mm waste hole 193 Providing, Installing & fixing storage type water heater of approved make (vertical/horizontal type ) with copper container, glasswool insulation,stove enamelled M.S jacket, thermostatically controlled inner heater with pilot neon lamps, 15mm inlet stop cock valve, on inlet connection, 15mm dia C.P flexible connection pipe in inlet & outlet suitable for working pressure of 8 kg/sqcm complete as required. 194 Capacity 25 litres 195 Capacity 40 litres 196 Capacity 06 Litres 197 WATER SUPPLY 198 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 199 Concealed work, including cutting chases and making good the walls etc. 200 15 mm nominal outer dia Pipes 201 20 mm nominal outer dia Pipes 202 25 mm nominal outer dia Pipes 203 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 204 Internal work - Exposed on Wall 205 20 mm nominal outer dia Pipes 206 25 mm nominal outer dia Pipes 207 32 mm nominal outer dia Pipes 208 40 mm nominal outer dia Pipes 209 50 mm nominal outer dia Pipes 210 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 211 External Work 212 50 mm nominal outer dia Pipes 213 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 214 20mm nominal bore 215 25mm nominal bore 216 32mm nominal bore 217 40mm nominal bore 218 50mm nominal bore 219 65mm nominal bore 220 Providing and fixing uplasticised PVC connection pipe with brass unions : 221 45 cm length 15 mm nominal bore 222 Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 223 With common burnt clay F.P.S (non modular) bricks of class designation 7.5 224 Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work : 225 65 mm diameter pipe 226 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 227 15mm nominal bore 228 Providingand fixingC.P. brass angle valve for basin mixture and geyser points of approvedqualityconfirming to IS: 8931. 229 Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) : 230 100 mm dia nominal bore 231 Providing, fixing, testing & commissioning of level operated water type butterfly valve conforming to IS : 13095/BS 5155 having CI iron body , ss 316 grade dick, EPDM / nitride complete with 2 Nos. matching flanges, rubber insertion, nuts, bolts and washer etc. of following sizes with locking arrangement. 232 Pressure Rating PN 25 : 233 80 mm dia. 234 Non - return valve with dual plate of CI Body SS plates vulcanized NBR seal flanged end & PN 25 rating as specified. 235 65mm dia. 236 Providing & fixing CI `Y Strainer (screwed/ flanged) with stainless steel fine wire mesh perforated sheet basket with necessary flange/ unions nuts, bolts and washers complete as required. 237 80mm nominal bore 238 Supplying and fixing in position of approved quality Solenoid Valve with by-pass arrangement, isolation cock etc. complete with all required accessories such as level sensor, level indicator, level controller and required cabling for the same. 239 50 mm dia 240 Providing, Installing and Giving satisfactory field testing of Static (Ultrasonic) Domestic Battery operated, MID (Measuring Instrument Directives) approved Static AMR Water Meters diameters having no moving/fixed part in contact with water, with fully body made up of composite material, confirming to ISO 4064 along with manufacturing test certificate and Guarantee certificate with Meter & Battery Guaranteed up-to 10 years with RF Technology for communication. Memory of the device should be directly accessible through an optical scanner. 241 50 mm dia 242 DRAINAGE 243 Providing, laying and joining in position HDPE DWC (Double Wall Corrugated)and conforming to I.S. 16098 of required grade SN-4/SN-8 and suitable for the respective working pressures with all fittings and specials, e.g. couplings, tees, bends, reducers, screwed adapters, flanged tail pieces, etc., jointing as per manufacturers recommendations, all complete including trenching, backfilling & pressure testing etc. (For Sewer & Storm water line). 244 200 mm dia (SN-4) 245 250 mm dia (SN-4) 246 250 mm dia (SN-8) 247 300 mm dia (SN-8) 248 400 mm dia (SN-8) 249 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round HDPE pipes/ RCC pies/S.W. pipesincluding bed concrete as per standard design: 250 200 mm diameter HDPE pipe/ RCC pipe / S. W. pipe 251 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of HDPE pipes/ RCC pies/S.W. pipes including bed concrete as per standard design : 252 200 mm diameter HDPE pipe/ RCC pipe / S. W. pipe 253 300 mm diameter HDPE pipe/ RCC pipe / S. W. pipe 254 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 255 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 256 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 257 300mm dia RCC pipe 258 450mm dia RCC pipe 259 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90 x 80 cm and 45 cm deep including CI cover with frame (light duty) 455 x 610mm internal dimensiions total weight of cover and frame to be not less than 38 Kg. ( weight of cover 23 Kg. and weight of frame 15 Kg.), with FPS bricks with class designation 7.5With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 260 Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : 261 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 262 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 263 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 264 Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement :4 coarse sand), in side cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately): 265 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 266 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 267 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 268 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 269 HD - 20 270 Circular shape 560 mm internal diameter 271 Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : 272 For pipes 100 to 250 mm diameter 273 For pipes 350 to 450 mm diameter 274 Constructing brick masonry road gully chamber 50x45x60cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450mm precast RCC horizontal grating with frame complete as per standard design. 275 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 276 EARTH WORK, CONCRETE WORK 277 Excavating trenches by mechanical / manual means of required width for pipe, cables etc including excavation for sockets ,& dressing of sides ,ramming of bottoms ,for all depth including getting out the excavated soil,& then returningthe soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming ,watering, etc and disposingof surplus excavated soil as directed, within lead of 50m. 278 All kinds of soil 279 Pipes, cables etc exceeding 80 mm dia but not exceeding 300 mm dia 280 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm 281 Excavating trenches of required width for pipes, cables, etc including excavation for sockets,depth upto 1.5 m, including getting out the excavated matterials, returning the soil as requred in layers not exceeding 20 cm in depth including consolidating each deposited layers by by ramming, watering,etc. and stacking serviceable material for measurements and disposal of unserviceable matterial for measurement and disposal of unserviceable matterial as directed within a lead of 50m: 282 Ordinary rock 283 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 284 Hard rock (requiring blasting) 285 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 286 Earth Work in excavation by mechanical means (Hydraulic / excavator ) manual means over area (exceeding 30 cm in depth ,1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed as engineer incharge. 287 Ordinary Rock 288 Hard Rock(requiring blasting) 289 TUBE WELL BORING WITH PUMP 290 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. 291 400 mm dia 292 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. 293 400 mm dia 294 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.ection of Engineer -in-charge. 295 200 mm nominal size dia 296 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 297 200 mm nominal size dia 298 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 299 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 300 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 301 200 mm dia 302 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 200 mm clamp. 303 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 200 mm dia. 304 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 65 mm dia nominal bore 305 Sypply and Installation of 800 LPM Submersible Pump Set of 10 H.P. capacity, K.S.B. Make including Starter panel, support wire, A. Meter etc. complete. 306 Supply and fixing of nylon jali around the slotted pipes complete as required. up to 10 meter 307 Sypply and laying of alluminium conductor pvc insulated armoured served sheathed cables 1100 volts grade at a depth of 750 mm below ground level over a cushion of 75 mm thick sand all around and protected with burnt brick on sides and on top. On surface the cable run shall be fixed on m.s clamps etc. of suitable size or as directed by the Engineer in charge , complete in all respect . the armouring of the cable shall be properly connected with the earth conductor by clamps etc. 308 35 SQ.MM 3-1/2 core 309 Water testing chemical and bactriological 310 RAIN WATER HARVESTING 311 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. 312 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil 313 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 : 8 graded stone aggregate 40 mm nominal size) 314 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 315 Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform 316 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation-7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 317 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 318 15 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) in single coat on rough side of single or half brick wall. 319 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20x20 mm square bar 320 Supplying and fixing C.I. cover without frame for manholes : 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg 321 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level. 322 All types of soil 323 400 mm dia 324 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 325 200 mm nominal size dia 326 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, onforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 327 200 mm nominal size dia 328 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 329 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-incharge. 330 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. 331 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineerin- charge. 332 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in pproved laboratory, i/c disinfection of ubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per uirement and direction of Engineer-in-charge. 333 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 200 mm dia 334 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 200 mm dia 335 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: 336 All kinds of soil 337 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. 338 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 339 150 mm dia. R.C.C. pipe 340 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round P.V.C. pipes including bed concrete as per standard design: 341 150 mm diameter P.V.C. pipe 342 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 coarse sand (Zone III) : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 343 Constructing brick masonry road gully chamber 50x45x60 cm with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 344 FIRE FIGHTING WORKS 345 Supply, installing, testing and commissioning of clear water packagedFire Fighting Pumping System - to be placed near water tank on Terrace ( fixed speed type) as per following details: 346 Supplying,Installation,testing & commissioning of dust & vermin proofdouble door with canopy type taperd roof wall / floor mounted compartmentlised feeder piller type cubical control Panel for fire fighting terrace pump of front area not less than 1.0 Sqmtr. and depth not less than 300 mm, made out of 2mm thick CRCAsheet with 100 Amp. 4 strip aluminium bus bars with front openable door & locking arrangement, interconnection, control wiring, intrigation with pressure switch i/c suppying & fixing following switchgears & control gears/starters etc. as required.Incomming63 Amps. TP & N SFC with HRC fuses Voltmeter (0-500 Volt) with selector switch.Ammeter (0-60 Amps.) with selector switch & CTs.Set of 3 phase indication lampSuitable HP fully automatic Star/Delta Starter with over load protection, current sensing type single phase preventor complete with all accessories and internal wiring required for automatic operation.Selector switch for local/remote, auto/manual/off operation ON/OFF indication etc. 347 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required. It should be complete as per specifications & directions of Engineer-in-charge. 348 3 X 10 sq. mm (22mm) 349 Supplying & laying one number XLPE insulated PVC sheathed Aluminium Conductor armoured UG cable of1.1 KV grade Conforming to IS 7098/1988 with upto date ammendment of following size in the existing RCC/HUME/ METAL /GI /CI /Stoneware/DWC pipe/masonary Open Duct/ cable tray/ open in air etc. as requred. 350 3 core,10 sq.mm. Aluminium Armoured 351 Providing laying, testing & commissioning of C class heavy duty MS Pipe conforming to IS 1239/3589 i/c fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. in ground including welding, excavation & providing cement concrete blocks as supports, anticorrosive treatment with coaltar/asphalt tape as per IS 10221, refilling the trench etc. of following sizes complete as required. ( For Underground ) 352 100 mm. Dia 353 Providing, laying, testing & commissioning of C class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required.(Plant Room piping/Vertical Riser/Downcomer/Floor) 354 25 mm dia 355 32 mm dia 356 40 mm dia 357 50 mm dia 358 65 mm dia 359 80 mm dia 360 100 mm dia 361 Supplying and fixing single headed internal hydrant valve with instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 (Type -A) with blank Gunmetal/Stainless Steel cap and chain as required : 362 Single headed Gunmetal 363 Supplying and fixing Single headed external yard hydrant valve with 1 No. 63 mm dia instantaneous FM Gunmetal/Stainless Steel coupling and cast iron wheel, ISI marked, conforming to IS 5290 (type A) with blank Gunmetal/Stainless Steel cap and chain as required : 364 Single headed Gunmetal 365 Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : 366 100 mm dia 367 Supplying and fixing orifice plate made out of 6 mm thick stainless steel (Grade 304) with orifice of required size to be fitted between flange & landing valve of external and internal hydrants to reduce pressure at the outlet to the level of 3.5 kg/cm2 complete as required. 368 Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required : 369 100 mm dia 370 Providing, installation, testing and commissioning of stainless steel Y-strainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet with 3 mm dia holes with stainless steel flange. 371 100 mm dia 372 Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required : 373 Gun Metal 374 Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required.20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 1258520 mm nominal internal dia gun metal globe valve & nozzle.Drum and brackets for fixing the equipmets on wall. Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket.36 m 375 Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as required : 376 Gun metal 377 Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904 as required : 378 2 way-100 mm dia M.S. Pipe. 379 Supplying and fixing air vessel made of 250 mm dia, 8 mm thick MS sheet, 1200 mm in height with air release valve on top and flanged connection to riser, drain arrangement with 25 mm dia gun metal wheel valve with required accessories, pressure gauge and paintingwith synthetic enamel paint of approved shade as required. 380 Providing, fixing, testing & commissioning of 15mm dia quartzoid bulb type sprinklers of rating 68 degree centigrade with required accessories : 381 Upright Sprinkler 382 Providing & fixing flow switch in following sizes M.S. pipe including connection etc as required. 383 100mm dia 384 Providing, fixing, testing & commissioning of installation control valve of cast iron body, brass/bronze working parts comprising of water motor alarm, bronze seat clapper, clapper arm and hydraulically driven mechanical gong bell to sound continuous alarm when the wet riser/sprinkler system activates, pressure gauges, emergency releases, strainer, pressure switch, cock valve complete with drain valve and bypass, test control box, ball valves, MS pipe of required size, flanges, orifice plate, gasket etc of follwing sizes as required 385 100mm dia 386 Supply, fixing, testing and commissioning of screwed type brass/bronze lever operated ball valve of full flow with stainless steel ball (AISI 304 & spindle AISI 410) with setting & gland of superior quality having minimum working pressure of 16 kg/sqcm. 387 25 mm Dia 388 Providing and fixing 25 mm dia inspection & testing assembly with gun metal ball valve, gun metal sight glass ,Reducer ,union, G.I PIPE. connection to drain pipe/riser. 389 Providing and fixing in position the industrial type pressure gauges with gun metal / brass valves complete as required 390 Providing and fixing standard firemans axe with heavy insulated rubber handle conforming to IS: 926 complete. 391 Providing & Fixing of MS door made up of 16 gauge MS Sheet capable of accommodating fire hose reel, landing valve, hose pipes, fittings, 1 No. CO2& 1 No. Dry podwer type portable fire extinguishers & accessories. The door shall have a front glass with lock and key arrangement & shall be painted with one coat of primer & two coat of finished stove enamelled post office red colour paint & FIRE HOSE written on front. (Approx. size of door: 2100 mm HEIGHT, WIDTH OF DOOR AS PER SHAFT SIZE ) 392 Providing and fixing hose cabinet of size 750mmX600X250mm made of 16 gause thick MS sheet with 4 mm thick float glass doors in front painted FIRE in red paint i/c recessary locking arrangement suitable to accommodate external hydrant with butterfly valve 2 nos. 15 mtr. long hose pipe. 1 no. brach pipe mounted on wall or raised brick platform & duly painted with post office red externally and white internally with synthetic enamel paint complete in all respects for external hydrant. as directed by Engineer-in-Charge. 393 Providing, Fixing, testing and commissioning of resilient rubber lined single arch vibration eliminators suitable for raw water up to 45 deg. C temperature, working pressure 11 Kg/cm2 and test pressure 16 Kg/cm2 to provide relief from stresses at pipe flanges. 394 80 mm dia 395 Supply and fixing of 4 Nos G.I round bottom FIREBUCKETof 9 LTR. Capacity field with stand including proper supporting /mounting arrangement MS Angle Iron Frame painted by fire red colour over 2 coats of red oxide paint and written with white paint FIREcomplete in all respects as per direction of Engineer Incharge . 396 Providing, storing, handling, shifting, installation, testing and commissioning of halon free portable fire Extinguishers as described below: 397 Concealed work, including cutting chases and making good the walls etc. 398 Providing and fixing of 4.5 Kg. carbon-di-oxide type fire extinguishers consisting of welded M.S. cylinderical body, squeeze lever discharge valve fitted with pressure indicating guase ingernal discharge tube 30 cms long high pressure discharge hose, discharge nozzle, suspension bracket conforming ro IS:15683 finished externally with re enamel paint and fixed to wall with brackets complete with internal charge. 399 Providing and fixing 6.0 Kg. ABC Powder type fire extinguishers consisting of welded M.S. cylinderical body, squeeze lever discharge valve fitted with pressure indicating guase internal discharge tube 30 cms long high pressure discharge hose, discharge nozzle, suspension bracket conforming to IS:15683 finished externally with re enamel paint and fixed to wall with brackets complete with inernal charge. 400 Providing, fixing, testing and commissioning of 50 Litres (trolley mounted) Mechanical Foam type Fire Extinguisher. In HP Mild Steel Cylinders ISI marked TAC approved fitted with pressure indicating gauge, internal tube, squeeze lever type valve fully charged complete in all respects including wall suspension bracket / trolley mounted and confoming to IS:13386 . 401 Providing, fixing, testing and commissioning of CO2 type Fire Extinguisher of capacity 22.5 kg filled with Co2 Gas as per IS 15222 with controll discharge mechanism fitted with Hose, Horn & TROLLEYconfirms to IS 2878 bearing ISI mark. Co2 Cylinder as per IS 7285. 402 Providing and fixing 2 kg capacity clean agent-HFC 236FA Stored Pressure type fire extinguisher ISI marked under IS:15683 complete with importedNovec 1230 manufactured by 3M, with Zero Ozone Depeltion Potential and Very Low Global Warming Potential of 1 with 20 Years Blue Sky Warantee against any regulatory Bans and Restrictions. 403 ELECTRICAL WORK 404 WIRING 405 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 406 Group C 407 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. 408 Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steelconduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required. 409 Group C 410 Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc. as required. 411 1 or 2 Module (75mm×75mm) 412 3 Module (100mm×75mm) 413 4 Module (125mm×75mm) 414 6 Module (200mm×75mm) 415 8 Module (125mm×125mm) 416 12 Module (200mm×150mm) 417 Supplying and fixing following modular switch / socket on existing modular plate and switch box including connections but excluding modular plate etc as required. 418 5/6 amps switch 419 2 way 5/6 amps switch 420 15/16 amp switch 421 3 pin 5/6 amp socket outlet 422 6 pin 15/16 amp socket outlet 423 Telephone socket outlet 424 TV antenna socket outlet 425 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 426 2 x 1.5 sq.mm. + 1 x 1.5 sq.mm. earth wire. 427 2 x 2.5 sq.mm. + 1 x 2.5 sq.mm. earth wire. 428 2 x 4 sq.mm. + 1 x 4 sq.mm. earth wire 429 Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. 430 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 431 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 432 Installation of exhaust fan in the existing opening , including making good the damage, connection, testingcommissioning etc. as required. 433 (a): Up to 450mm sweep 434 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 435 Extra for fixing the louvers / shutters complete with frame for a exhaust fan of all sizes. 436 Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, “C” curve including connections, painting etc. as required. 437 Installation, testing and commissioning of ceiling fan,including wiring the down rods of standard length (upto 30 cm) with 1.5sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 438 Providing and fixing M.S. Fan clamp type I or II of 16 mm dia M.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 as required. 439 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 440 Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required. 441 20 mm 442 25 mm 443 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 444 20 mm 445 25 mm 446 Supplying and fixing 25 mm dia MS flexible pipe with PVC coating along with all ancillaries and accessories like coupler etc. as required. 447 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required 448 Supplying and fixing Data Socket Outlet including modular base and cover plate and 1.6mm thick GI Box etc, complete as required with all acessories and upto the satisfaction of engineer-in-charge. 449 Supply, Installation, Testing & Commissioning of LSZH Cat 6 unshielded twisted pair computer cable with 23 AWG solid copper conductors in existing concealed / surface conduits / Raceways, complete as required and as per technical specifications. (for DATA & Voice outlets) (From ONT box / Rack to Outlets). 450 DISTRIBUTION BOARD 451 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/ RCCB / Isolator). 452 8 way , Double door 453 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as r.equired. (But without MCB/RCCB/Isolator). 454 6 way (4 + 18), Double door 455 8 way (4 + 24), Double door 456 Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer ) as required . (Note : Vertical type MCB TPDB is normally usedwhere 3 phase outlets are required.) 457 12 way (4 + 36), Double door 458 Supplying and fixing Cable End Box (Loose Wire Box) suitable for following single pole and neutral, sheet steel, MCB distribution board, 240 Volts, on surface/ recess, complete with testing and commissioning etc. as required. 459 For 8 way, Double door SPN MCBDB 460 Supplying and fixing Cable End Box (Loose wire box) suitable for triple pole and neutral, sheet steel, Vertical MCB distribution board, 415 V, on surface/ recess, complete with testing and commissioning etc. as required. 461 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 462 Single pole 463 Supplyingand fixingsingle pole, blanking plate in the existing MCB DB complete etc. as required 464 Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 465 25 A 466 40 A 467 63 A 468 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 469 12 way (4 + 36), Double door 470 Supplying and fixing Cable End Box (Loose Wire Box) suitable for following triple pole and neutral, sheet steel, MCB distribution board, 415 Volts, on surface/ recess, complete with testing and 471 For 8 way, Double door FP MCBDB 472 Supplying and fixing of following MCBs, 415 volts, C curve, miniature circuit breaker suitable for inductive load offollowing poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 473 25A 4P MCB 474 40A 4P MCB 475 63A 4P MCB 476 EARTHING 477 Earthing System 478 Earthing with G.I. earth plate 600 mm X 600 mm X 6 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. 479 Earthing with copper earth plate 600 mm X 600 mm X 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. 480 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. 481 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. 482 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. 483 LT CABLES & TERMINATIONS 484 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 485 Above 35 sq. mm and upto 95 sq. mm 486 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size on cable tray as required. 487 Upto 35 sq. mm (clamped with 1mm thick saddle) 488 Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp) 489 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required. 490 4 X 25 sq. mm (28 mm) 491 3½×70 sq.mm (38mm) 492 Supplying, unloading, storing of following sizes of 1.1 kV grade XLPE insulated, FRLS outer sheath (Heavy duty) Aluminium/copper conductor, armoured/unarmored cables as per mentioned code, suitable for working voltage upto and including 1100 Volts,to be laid and tied on existing overhead cable trays; or buried underground or laid and tiedover MS supports in masonry trenches alongwith the test report of following sizes of cable to be submitted by the contractor at the time of delivery of material at site. 493 3.5C X 70 Sqmm Al. Armd. 494 4C X 25 Sqmm Al. Armd. 495 4C X 6 Sqmm Cu. Armd. 496 3C X 6 Sqmm Cu. Armd. 497 1C X 6 Sqmm Flexible wire including termination 498 Supplying following 1.1kV grade, XLPE insulated, FRLS type control cables,suitable for 415V, 50Hz, AC system, with inner and outer PVC sheath, outer sheath provided with FRLS insulation and with all components as mentioned in BOQ, specifications and schedule, complete as required. 499 4C X 2.5 sqmm copper conductor 500 6C X 2.5 sqmm copper conductor 501 Supplying and making end termination with brass compression gland and copper lugs for following size of PVC insulated and PVC sheathed / XLPE copper conductor cable of 1.1 kV grade as required. 502 4C X 6 Sqmm Cu. Armd. 503 3C X 6 Sqmm Cu. Armd. 504 CABLES MANAGEMENT 505 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 506 100 mm width x 50 mm depth x 1.6 mm thickness 507 150 mm width x 50 mm depth x 1.6 mm thickness 508 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray bends (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 509 100 mm width X 50 mm depth X 1.6 mm thickness 510 150 mm width X 50 mm depth X 1.6 mm thickness 511 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray Tee (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 512 100 mm width X 50 mm depth X 1.6 mm thickness 513 150 mm width X 50 mm depth X 1.6 mm thickness 514 LIGHTING FIXTURES & FANS 515 The CRI of the fixtures used in should be minimum 90. LED binning < 3-Step MacAdam UGR<19All fixtures shall be with prismatic diffuser. All light fixtures shall be LED having LM79 and LM80 certification from NABL accreditedlaboratory and relevant approved IES files for Dialux. Before dispatch of approved light fixtures,third party test shall be carried out by NABL accredited lab and the test reports shall be submitted.The Service Life of the fixture including driver/control gear should be minimum 50,000 burning hours. The THD should be less than 10%.The housing of the indoor fixtures should be extruded aluminium/CRCA.The IP category should be IP20 or higher for indoor applications and IP65 or higher for outdoorapplications. The Surge Protection to be provided conforming to relevant IS standards/IEC 61643-II Class-2 &EN 61643-II Type-2. The manufacturer’s name/logo should be engraved/embossed on the housing/body or Name/Logo onaluminium plate labels or Name/logo printed on housing/body. The warranty period on complete luminaire including driver/control gear, LED, all accessories should be 5 years from the actual date of completion of work. The Power factor should be 0.95 or higher.All light fixtures (internal/external) and drivers shall be BIS certified. The manufacturer shall submitBIS certificates with respective R codes for each fitting and driver for approval before execution. Number of fittings shall be provided on the basis of average illumination range for different areasmentioned below subject to maximum LPD specified in CPWD internal specification 2013 & ECBC 2017 (ECBC+ Building). All the light fixtures used for indoor applications should be available with DALI Dimmable driver option (for Apartments & Club Areas) 516 2ft x 2ft LED Panel - Surface Mounted.- Wattage : 30W -36W - Minimum System Efficacy-120 lm/W. 517 Downlight - Surface Mounted.- Wattage : 10W -15W - Minimum System Efficacy-120 lm/W. 518 Wall Bracket light- Wall Mounted.- Wattage : 10W -15W - Minimum System Efficacy-120 lm/W. 519 4ft LED Batten Tube Light -Surface Mounted.- Wattage : 36W -40W - Minimum System Efficacy-120 lm/W. 520 4ft LED Batten Tube Light -Wall Mounted (IP-65)- Wattage : 36W -40W - Minimum System Efficacy-120 lm/W. 521 Mirror Light.- Wattage : 5W -10W 522 Bulkhead Wall mounted - Lumen Package 700 lm- Minimum System Efficacy - 100 lm/W 523 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374- 2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 140-285V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 524 Supply, Installation ,Testingand Commissioning of Exhaust fansforexhaust air as shown on drawings. Eachfan shall be complete with permanent split capacitor, mountingplate andaccessorieslike wire guard, birdscreen andgravitylouvers forweatherprotection as required. Fan selection, arrangement andelectrical characteristics shall be as follows: 525 450 mm dia 900/1400 RPM fan suitable for 220+6%Volts, 50 Hz, single phase AC supply. 526 Main L.T. Panel :Supply& Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entrise Electrical control panel with TPN ACB (65 KA,4Pole Elect draw out , Micor processer Release IPR2) and TPN MCCBs (Four Pole 36 KA with thermal magnatic release) Switches and instrument chamber etc.complete in all respects. The instrument chamber shall be separate and shall comprise of flush type/digital ammeter Voltmeter,Selector switches for ammeter and Voltmeter, instrument fuses, current transormer etc. The Board shall have suitable capacity electrolytic aluminium busbars as per IS8623 insulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/ DMC support with detEachable side covers and shall be suitable for extension on the sides. The switches entry boxes shall be complete with suitable cable end boxes reverse. The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above Will be provided with Amp Metre, current transfomers and selector switches etc and insurtrment fuse. The switch board shall be fabicated with CRCA sheet with a minimum thickness of 1.6 mm/2mm.Cubicle type switch board shall be of cat A & B Only. CAT. B Cubicle TypeIncoming - 527 1600 Amp /415 Volt ACB -1 No.Bus-Bar -1600 Amp /415 Volt ACB -1 No.Outgoing -200 Amp MCCB - 1 Nos.( to Audi block light panel )400 Amp MCCB - 1 Nos.( to Audi block AC panel )630 Amp MCCB - 1 Nos.( to fedder pillar panel )250 Amp MCCB - 1 Nos.( to fire pump room panel )40 Amp FP MCCB - 4 Nos.(Street light feeder pillar panel)200 Amp FP MCCB - 2 Nos.(Spare) 528 Bus-Bar -1600 Amp /415 Volt ACB -1 No.Outgoing -200 Amp MCCB - 1 Nos.( to Audi block light panel )400 Amp MCCB - 1 Nos.( to Audi block AC panel )630 Amp MCCB - 1 Nos.( to fedder pillar panel )250 Amp MCCB - 1 Nos.( to fire pump room panel )40 Amp FP MCCB - 4 Nos.(Street light feeder pillar panel)200 Amp FP MCCB - 2 Nos.(Spare)FEEDER PILLAR PANEL: 529 Incoming -630 Amp MCCB - 1 No.Outgoing - 200 Amp 4P MCCB - 3 Nos. 100 Amp 4P MCCB - 2 No.100 Amp 4P MCCB - 1 No. 40 Amp 4P MCCB - 1 No. (for Spare)(Complete as per requirment directed by Project Manager.) 530 Design, manufacture, testing at works, supply, including supervision during installation testing & commissioning of following floor / wall mounted clad switchboard, factory built, modular, sectionalised, dead front, fully compartmentalized with hinged lockable detachable front & back openable, Form IIIB type extensible Partial Type Tested Assembly, IEC-60439 compliant LT cubicle panel of suitable size, suitable for operation on 415 volts, 50 Hz AC 3 phase 4 wire supply system fabricated from powder coated CRCA sheet steel, with all load bearing members of minimum 2mm thickness , all non-load bearing members of minimum 1.6mm thickness and minimum 3mm thick gland plates. The panels shall be fabricated in easily transportable sections, length, height, depth etc. to match with site condition, having vibration free structure with stiffeners provided as required. EXTERNAL LIGHTING PANEL 531 Supplying, installation, testing and commissioning of micro processor based intelligent addressable main fire alarm panel, central processing unit with the following loop modules and capable of supporting not less than 240 devices (including detectors) and minimum 120 detectors per loop and loop length up to 2 km, network communication card, minimum 320 character graphics/ LCD display with touch screen or other keypad and minimum 4000 events history log in the non volatile memory (EPROM), power supply unit (230 ± 5% V, 50 hz), 48 hrs back-up with 24 volt sealed maintenance free batteries with automatic charger. The panel shall have facility to connect printer to printout log and facility to have seamless integration with analog/digital voice evacuation system (which is part of the schedule of work under SH: PA System) and shall be complete with all accessories . The panel shall be compatible for IBMS system with open protocol BACnet/ Modbus over IP complete as per specifications. Two Loop Panel. 532 Supplying, installation, testing & commissioningof intelligent analog addressablephotothermaldetectorcompletewithmountingbase complete as required. 533 Supplying, installation, testing & commissioning of response indicator on surface/recessed MS Box having two LED, metallic cover complete with all connections etc as required. 534 Supplying, installation, testing & commisssioning of intelligent addressable programmable sounder complete as required. 535 Supplying, installation, testing & commissioning of fault isolator complete with base as required. 536 Supplying, installation, testing & commissioning of intelligent addressable thermal detector with rate of rise cum fixed tempreature thermistor complete with base as required. 537 Supplying, installation, testing & commissioning of addressable fire control module complete as required. 538 Supplying, installation, testing & commissioning of addressable manual call point complete as required. 539 Supplying, installation, testing & commissioning of addressable horn cum strobe complete as required. 540 Supplying, installation, testing & commissioning of intelligent interface unit BACnet/ Modbus protocol i.e. supplying communication links between building management system and fire alarm control panel complete as required. 541 Supplying and fixing 25 mm dia MS flexible pipe with PVC coating along with all ancillaries and accessories like coupler etc. as required. 542 Supplying & laying of 2x1.5 sqmm fire survival armouredcable, 600/1000V rated with annealed copper conductorhaving glass mica fire barrier tape covered by an extrudedlayer of Cross Linkable Ethylene Propylene Rubber (EPR)insulation and LSZH inner bedding, steel wire armouring & LSZH outer sheath complete as required. 543 Supplying & Fixing in position GI Box for installation of detectors on true Ceiling complete as required to do the job in all respect in accordance with laid specification or upto the satisfaction of engineer in charge. 544 Supply, installation,testing and commissioning of EXIT light, self contained 6W luminaire complete with flush mounting frame ,sign label,fluorescent tube and battery and with label EXIT/RIGHT/LEFT/UP/DOWN as required.. 545 Supplying, installation, testing & commissioning of 6 zone, voice alarm controller with USB, MP3 player (including 6 zone button paging station) with seamless integration facility with main fire alarm panel for voice evacuation complete as required. 546 Supplying, installation, testing & commissioning of 1.5/3/6W ceiling speaker complete as required. 547 Supplying, installation, testing & commissioning of digital audio amplifier 150 Watt, 25V rms operating at 240 Volt AC Supply complete as required. 548 SITC of 1X500W/480W Class-D Amplifier with 2 independent channels and can provide automatic re-settable overcurrent, overload, overheating, overvoltage, under-voltage and DC protection 549 Supplying, installation, testing & commissioning of Voice command keypad 6 zone, with microphone assembly complete as required. 550 Supplying and drawing of cable Fire Retardant PVC insulated copper conductor cable in the existing surface / recessed steel conduit of following pairs, cores and size including connections and interconnections etc. as required. 551 speaker cable Two pair, 2-core, 1.5 sqmm 552 Supplying and fixing 25 mm dia MS flexible pipe with PVC coating along with all ancillaries and accessories like coupler etc. as required. 553 UPS & INVERTERS 554 Supply, installation, testing and commissioning of 10 kVA UPS, 3 phase (415 V + 15%) Volts input & 3 phase output (440 V + 1%), 50 Hz, 100% IGBT inverter & converter, Input harmonic Current THD 3% typical at 100% load, 6% maximum at 50% load and 30 min battery backup for UPS along with battery cabinet complete in all respect including supporting steel structure for UPS and Battery as required. Quotedprice shall be inclusiveof approved rating single core copper conductor cable connecting UPS and batteries. 555 EXTERNAL LIGHTING 556 Pole Light -Pole mounted - Lumen Package -4000/6500/7200/9200 lm- Minimum System Efficacy - 120 lm/W 557 Bollard - Surface mounted - Lumen Package - 300/400 lm - Minimum System Efficacy - 35 lm/W 558 Supply, Installation, Testing & Commissioning of Recessed Inground Up Light fixture 10 Watt LED , integral driver, protection IP 66, CLASS I as complete as required. (Tree Up Lighting) 559 Supply, installation, testing & commissioning of LED Post Top Luminaire consuming a system wattage of 36 - 42W & the luminaire shall be with system efficacy >75lm/W. Housing: Die Cast Aluminium , IP66 ,The operating CCT shall be 5700K with CRI of ≥70. The luminaire shall be with BIS Registered electronic driver with input voltage range of 150 to 270V , THD ≤ 10% & PF ≥ 0.9, 50,000 Hrs LED Life with L70 Criteria.The LED Driver shall be easily avaiable in India for repair and service. The LED shall be SMD type. Luminaire shall have minimum surge protection of 4KV.The luminaire shall be with following certifications: LM79& LM80 issued by LED manufacture along with Photo Biological Safety Standard. CAT REF: LT Primus PT 40Wor approved Equivalent. 560 Height = 5 MetresTop dia = 70mmminBottom Dia = 130mm minThickness =3mmSingle arm pole suitable for mounting of with base plate of size 200 mm x 200 mm x 12 mm thick, suitable for mounting of light fixture 561 Height = 6 MetresTop dia = 70mmminBottom Dia = 155mm minThickness =3mmSingle arm pole suitable for mounting of with base plate of size 260 mm x 260 mm x 16 mm thick, suitable for mounting of light fixture 562 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc..direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 563 63 mm dia (OD-63 mm & ID-51 mm nominal) 564 120 mm dia (OD-120 mm & ID-103 mm nominal) 565 EXTERNAL LIGHTING PANELIncoming :One (1) No 100 Amp. 4P MCCB of 25KABreaking capacity Metering :One (1) No. (0-500V) 96 x 96 Sqmm voltmeter with control fuse & selector switch.One (1) No. (0-100A) 96 x 96 Sqmm CT operated Ammeter with selector switch, CTs etc.One (1) No. of Phase Indication Lamp each incomingBus Bar :One (1) No. 120 Amp.TPN aluminimum bus bar of suitable length.Outgoing :10 No.16 Amp DPMCB. (10 KA)SPARE & SPACE - 2 NoPanel described as above 566 SUBHEAD IV-MISCELLANEOUS 567 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc.conforming to IS 14930, Part II complete with fitting and cutting,jointing etc. in the existing trench, complete as required. 200mm Dia200mm dia 568 SUBHEAD V-EXTERNAL LIGHT 569 Conical Arch Street Lighting Pole of 6000mm Height suitable for mounting street light luminaires, made out of hot rolled steel grade E250, as per IS 2062:2011 and designed suitably for wind speedupto 50m/s wind conforming to IS 875: PART -3:1987. The perfect conical profile extends from the square base plate of MS (grade E250) of size 300mmx300mm, 16mm thick and facilitated with 4 elongated slots 48mm x 24mm at CC 215mm to suit the 500mm, J-type, M20 bolts (Grade 4.6). The cable entry hole Ø70mm is provided at the centre of the baseplate. The continuously tapered pole shall have top Ø 70 mm and bottom Ø 155 mm, 3mm thick suitable to mount an artistically designed and angularly curved arm bracket that suits the conical form factor of the pole. The pole should be Arched on the top to mount the luminaire with the help of bracket. A base compartment for weather proof control box is provided at a height 300mm above the base plate with a die cast door contoured to the poless shape housing the gear tray, prewired with 2.5 Sq.mm cable, Siemens/Anchor make MCB, terminal connectors for loop in loop out arrangement. The make of poles should be as per Ligman/RR Ispat/Klite. The surface preparation of the pole & components shall be done by shot blasting which is environmentally safe eliminating the chemical and acid use and ensuring the thorough removal of impurities like, rust, oxides and other unwanted particles from the surface for high standard coating. The surface finish of the pole shall be Zinch rich primer coat & pure polyester powder coating providing 60 Microns DFT. with KL 4392 Avenue 100, Dimension 526x174 x 90 mm wattage upto 100w LED 570 Supply, Installation, Testing and Commissioning of LED RGB / RGBW flood lighting luminaire for facade lighting with Die-cast aluminium housing, powder-coated finish, of following wattage. Luminaire shall be capable of producing dynamic color changing light for with 16 million colors by DMX / Ethernet based control. The beam angle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver and capable of operating at line voltage without any separate power supply from 100-270VAC, 50Hz with powerfactor > 0.9. Fixture shall be suitable to operate at an ambient temperature range of -10°C to + 50°Cand shall be IP65 and IK06 rated. Life time shall be at least L70:50000 burning hours at 50°C. Luminaire shall be conforming to BIS (IS10322 and shall be complete with all necessary accessories required for proper working of fixture including weather proof connection cables, water proof connectors etc. as required. 30 W 571 Supply, Installation, Testing and Commissioning of LED RGB / RGBW Linear Wall Washer luminaire for Facade lighting with aluminium extruded housing, of following wattage. Luminaire shall be capable of producing dynamic color changing light with 16 million colors by DMX / Ethernet based control. The beam angle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver and capable of operating at line voltage without any separate power supply from 100 to 270 VAC, 50 Hz, power factor > 0.9. Fixture shall be suitable to operate at ambient temperature range of-10°Cto+50°Cand shall be IP65 and IK06 rated. Life time should be at least L70 : 50000 burning hours at 50 C. Luminaire shall be conforming to BIS and shall be complete with all necessary accessories required for proper working of fixture including weather proof connection cables, water proof connectors etc. as required. 25 W 572 SITC OF DG SETS 573 Design, manufacturing, testing at works, supply of 3 Phase, 415V, 50 Hz and 1500 RPM Diesel Generator Set of following ratings. Engine shall be complete with turbo charger, base frame, lube oil system, Heat Exhanger (HE cooled), Control Panels, Electric Starter 24V DC, required batteries, battery charging alaternator, electronic governor, instrumentation, day service diesel fuel tank, exhaust silencers including insulation, engine mounted control panel with monitoring and alarm features, utility piping, anti-vibration pads, Alternator direct coupled to Engine along with static excitation system and AVR Panel, and all required accessories complete as required and as per the specifications. The scope of work shall not include AMF Panel, cabling and earthing. DG shall be procured to the standards as in MoEFCC notification No.Q-1s017losl 2OL2-CPW and GSR 804(E) dated 03.1 1 .2022 The DG Set shall be provided with genset controller for AMF,Auto-load sharing, and shall have electrical and mechanical parameter monitoring. The controller shall include following electrical protections - under & over frequency and voltage, overload (KW), overcurrent, short circuit, reverse power, excitation failure etc. 62.5 KVA(with Acoustic Enclosure) 574 Supply of 4mm thick MS diesel day oil tank duly painted with two coats of primer after pre-treatment, and one coat of synthetic enamel paint with manhole, inlet and outlet connections with gate valves, drain plug, piping between tank and engine incase of inbuilt day oil tank, vent, mechanical oil level indicator, low level/ high level alarms, including support arrangement etc. mounted on suitably painted MS staging to maintain gravity flow of diesel oil from tank to DG Set. 575 120 Litres Capacity for 62.5kVA DG set 576 Fuel Pipe Line & Misc. Items Works 577 Supply, installation, testing & commissioning of 40mm dia MS C Class fuel supply and return piping from diesel day oil tank to the DG Set, including all necessary fittings like tees, bends, ball valves etc. complete in all respects as per the specifications. 578 Supply, installation, testing & commissioning of 25mm dia MS C Class fuel supply and return piping from diesel day oil tank to the DG Set, including all necessary fittings like tees, bends, ball valves etc. complete in all respects as per the specifications. 579 Providing and fixing of Valves and NRV for fuel line of following sizes: 580 40mm ball valve 581 25mm ball valve 582 40mm NRV valve 583 25mm NRV valve 584 BOUNDARY WALL WITH GATES 585 CARRIAGE OF MATERIALS 586 Carriage of good earth by mechanical transport including loading, unloading and stacking (upto 20KM) 587 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. All kinds of soil 588 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. 589 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) 590 Centring and shuttering including strutting,propping etc. and removal of form for 591 Foundations, footings, bases of columns etc. for mass concrete. 592 Lintels, beams, plinth bams, griders, bressumers and cantilevers. 593 Columns,Pillars, Piers, Abutments, Posts and Struts 594 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 595 Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 596 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without 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. 597 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum 598 All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum 599 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, 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 the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 600 300 mm dia piles 601 Extra over single under ream for providing additional bulbs in under reamed piles, under specified diameter(only the nos. of extra bulbs are to be paid) 602 300 mm dia piles 603 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 604 Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry with 150mm to 300 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). 605 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 606 Hot finished welded type tubes 607 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. 608 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 609 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). 610 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. 611 Painting with synthetic enamel paint of approved brand and manufacture of required color to give an shade. Two or more coats on new work including priming coat of ordinary paint approved brand. 612 Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm 613 Providing & fixing galvanized low carbon wire, anealed wire Chicken mesh formed by twisting two adjacent wires at least four times, forming a hexagonal shaped strong honeycomb mesh structure on joints of RCC & Brick work before plastering, of required gauge (not less than 21 gauge)and size with nails etc. complete as specified in drawing and as per the Direction of Engineer-in-charge. 614 Providing and fixing dry cladding upto 10 metre heights with 30mm thick gang saw cut stone with machine cut edges of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately). 615 White sand stone - 30mm thick gang saw cut stone 616 Providing and fixing structural steel frame (for dry cladding with 30 mm thick gang saw cut with machine cut edges sand stone) on walls at all heights using M.S. square/ rectangular tube in the required pattern as per architectural drawing, including cost of cutting, bending, welding etc. The frame work shall be fixed to the wall with the help of M.S. brackets/ lugs of angle iron/ flats etc. which shall be welded to the frame and embedded in brick wall with cement concrete block 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) of size 300x230x300mm, including cost of necessary centring and shuttering and with approved expansion hold fasteners on CC/RCC surface, including drilling necessary holes. Approved cramps/ pins etc. shall be welded to the frame work to support stone cladding, the steel work will be given a priming coat of Zinc primer as approved by Engineer-in-charge and painted with two or more coats of epoxy paint (Shop drawings shall be submitted by the contractor to the Engineer-incharge for approval before execution). The frame work shall be fixed in true horizontal & vertical lines/planes. (Only structural steel frame work shall be measured for the purpose of payment, stainless steel cramps shall be paid for separately and nothing extra shall be paid). 617 Providing and fixing adjustable stainless steel cramps of approved quality, required shape and size, adjustable with stainless steel nuts, bolts and washer (total weight not less than 260 gms), for dry stone cladding fixed on frame work at suitable location, including making necessary recesses in stone slab, drilling required holes etc complete as per direction of the Engineer-incharge. 618 Applying breathable, non-reactive, antifungal, and water repellant Silane/Siloxane chemical as approved by Archaeological Survey of India/ Engineer-in-charge, of approved brand and manufacture, diluted with solvent mineral Turpentine oil in the ratio of 1:12 (One part of approved chemical :12 Part of Turpentine oil), on the existing sand stone masonry surface with two or more coats to give uniform application of chemical on the surface, all complete as per direction of Engineer-In-charge (The rate is inclusive of all materials & labours involved except scaffolding). 619 ESS 620 Carriage of good earth by mechanical transport including loading, unloading and stacking (upto 20KM) 621 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. 622 All kinds of soil 623 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. 624 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 625 Supplying chemical emulsion in sealed containers including delivery as specified. 626 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% 627 Diluting and injecting chemical emulsion for pre-constructional anti-termite treatment (excluding the cost of chemical emulsion) :Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor : With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. 628 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 629 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) 630 Making plinth protection 50mm thick of cement concrete 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) 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. 631 Centring and shuttering including strutting,propping etc. and removal of form for 632 Foundations, footings, bases of columns etc. for mass concrete. 633 Suspended floors, roots, landings, balcnies and access platform. 634 Shelves (Cost in situ) 635 Lintels, beams, plinth bams, griders, bressumers and cantilevers. 636 Columns,Pillars, Piers, Abutments, Posts and Struts 637 Weather shade, Chajjas, corbels etc., including edges 638 Extra for additional height in centering, shuttering where ever 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). 639 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 640 Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 641 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without 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. 642 All works upto plinth level 643 Concrete of M25 grade with minimum cement content of 330 kg /cum 644 All works above plinth level upto floor V level 645 Concrete of M25 grade with minimum cement content of 330 kg /cum 646 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, 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 the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) :300 mm dia piles 647 Extra over single under ream for providing additional bulbs in under reamed piles, under specified diameter(only the nos. of extra bulbs are to be paid) 648 300 mm dia piles 649 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 650 Cement mortar 1:6 (1 cement : 6 coarse sand) 651 Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry with 150mm to 300 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). 652 Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry 100mm/125mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. 653 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 654 Hot finished welded type tubes 655 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 with brackets, 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. 656 80x1.25 mm M.S. laths with 1.25 mm thick top cover 657 Providing and fixing ball bearing for rolling shutters. 658 Extraforprovidingmechanicaldevice chain andcrankoperation for operating rolling shutters. 659 Exceeding 10.00 sqm and upto 16.80 sqm in the area. 660 Extra for providing grilled rolling shutters manufactured out of 8mm dia.M.S. bar instead of laths as per design approved by Engineer-in-charge.(area of grill to be measured). 661 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 662 25 mm thick 663 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 664 15 mm cement plaster on the rough side of single or half brick wall of mix : 665 1:6 (1 cement: 6 coarse sand) 666 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). 667 6 mm cement plaster of mix : 668 1:3 (1 cement : 3 fine sand) 669 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. 670 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 than 50 gram/litre 671 Painting with synthetic enamel paint of approved brand and manufacture of required color to give an shade. 672 Two or more coats on new work including priming coat of ordinary paint approved brand. 673 Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm 674 Providing & fixing galvanized low carbon wire, anealed wire Chicken mesh formed by twisting two adjacent wires at least four times, forming a hexagonal shaped strong honeycomb mesh structure on joints of RCC & Brick work before plastering, of required gauge (not less than 21 gauge)and size with nails etc. complete as specified in drawing and as per the Direction of Engineer-in-charge. 675 Providing and laying integral cement based 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 by 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 compound conforming to IS : 2645 and approved 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 Engineering-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 Engineering-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge :With average thickness of 120 mm and minimum thickness at khurra as 65mm. 676 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 : 677 In 75x75 mm deep chase 678 Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner. 679 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing and paneling to be paid for separately) : For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron) 680 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required (Fittings shall be paid for separately). 681 Powder coated aluminium (minimum thickness of powder coating 50 micron) 682 Providing and fixing 6 mm thick high performance toughened glass from approved manufacturer complete in all respects as per direction of the Engineer-in-charge. (Required properties Solar factor 0.43, U-Value (W/sq.m-K) 5.6, Visible light transmittance 0.43). The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. 683 GUARD ROOM 684 Carriage of good earth by mechanical transport including loading, unloading and stacking 685 (upto 20KM) 686 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. 687 All kinds of soil 688 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. 689 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 690 Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/ Lindane emulsifiable concentrate of 20% 691 Diluting and injecting chemical emulsion for pre-constructional anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor : With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. 692 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 693 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) 694 Making plinth protection 50mm thick of cement concrete 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) 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. 695 Centring and shuttering including strutting,propping etc. and removal of form for 696 Foundations, footings, bases of columns etc. for mass concrete. 697 Suspended floors, roots, landings, balcnies and access platform. 698 Shelves (Cost in situ) 699 Lintels, beams, plinth bams, griders, bressumers and cantilevers. 700 Columns,Pillars, Piers, Abutments, Posts and Struts 701 Edges of slabs and breaks in floors and walls Under 20 cm wide 702 Weather shade, Chajjas, corbels etc., including edges 703 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth & above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. 704 Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 705 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without 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. 706 All works upto plinth level 707 Concrete of M25 grade with minimum cement content of 330 kg /cum 708 All works above plinth level upto floor V level 709 Concrete of M25 grade with minimum cement content of 330 kg /cum 710 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, 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 the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 711 300 mm dia piles 712 Extra over single under ream for providing additional bulbs in under reamed piles, under specified diameter(only the nos. of extra bulbs are to be paid) 713 300 mm dia piles 714 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 715 Cement mortar 1:6 (1 cement : 6 coarse sand) 716 Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry with 150mm to 300 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). 717 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 718 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 719 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 720 Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glass excluded) (overall area of door shutter to be measured): 721 Rectangular or square. 722 Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. 723 1.0 mm thick 724 Providing and fixing approved brand and manufacture SS 304 Lever Handle D-type, 22mm dia fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 725 Providing and fixing approved brand and manufacture SS 304 grade SS 304 grade Mortise Dead Lock with 60mm Backset fixed fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 726 Providing and fixing approved brand and manufacture SS 304 grade Tower bolt 250mm long with 10mm dia fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 727 Providing and fixing approved brand and manufacture SS 304 grade wall mounted door buffer fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 728 Providing and fixing approved brand and manufacture SS 304 grade Door Stopper - door mounted hanging type fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 729 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. 730 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 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Glazed Vitrified tiles Matt/Antiskid finish of size Size of Tile 600 x 600 mm 731 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600 x 600 mm 732 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 to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade 733 Area of slab upto 0.50 sqm 734 Area of Slab over 0.50sqm 735 Extra for providing edge moulding to 18mm thick marblestone counters, Vanities etc. including machine polishing to edge to give high glossfinishetc.completeasper designapprovedbyEngineer-in-Charge. 736 Granite work. 737 Extra for fixing marble /granite stone over and abovecorresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive including cleaning etc. complete. 738 15 mm cement plaster on the rough side of single or half brick wall of mix : 739 1:6 (1 cement: 6 coarse sand) 740 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). 741 6 mm cement plaster of mix : 742 1:3 (1 cement : 3 fine sand) 743 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. 744 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 : 745 New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 746 Painting with synthetic enamel paint of approved brand and manufacture of required color to give an shade. 747 Two or more coats on new work including priming coat of ordinary paint approved brand. 748 Finishing walls with textured exterior paint of required shade :New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm 749 Providing & fixing galvanized low carbon wire, anealed wire Chicken mesh formed by twisting two adjacent wires at least four times, forming a hexagonal shaped strong honeycomb mesh structure on joints of RCC & Brick work before plastering, of required gauge (not less than 21 gauge)and size with nails etc. complete as specified in drawing and as per the Direction of Engineer-in-charge. 750 Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturers specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : 751 12.5 mm thick tapered edge gypsum moisture resistant board 752 Providing and fixing false ceiling at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595mm of approved texture, design and patterns as per CPWD Specification 2019, to be laid in true horizontal level suspended on inter-locking metal T-Grid of hot dipped galvanised iron section of 0.33mmthick (galvanized @ 120 grams per sqm including both sides)comprising of main-T runners of size 24x38 mm of length 3000 mm, cross - T of size 24x32 mm of length 1200 mm and secondary intermediate cross-T of size 24x32 mm of length 600mm to form grid module of size 600 x 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 12x50 mm long dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 76x25x25x1.6mm fixed with grid and Z cleat of size 25x37x25x1.6mm thick with precut hole on both 25mm flange to pierce into 12x50mm or even bigger size dash fastener if require, fixed with Glavanised iron perimeter wall angle or size 24x24x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450mm center to center and 40 mm long dry wall S.S screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge. 753 With 15 mm thick Tegular edged light weight calcium silicate false ceiling tiles 754 Providing and fixing tiled false ceiling of approved materials of size 595x595 mm in true horizontal level suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 gsm/sqm, both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38mm made from 0.30mm thick (minimum) sheet, spaced at 1200mm center to center and cross T of size 24x25mm made of 0.30mm thick (minimum) sheet, 1200mm long spaced between main T at 600mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600mm and size 24x25mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600mm panel to form grids of 600x600mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, wherever, required, cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 x mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete at all heights as per specifications drawings and as directed by Engineer-in-charge.GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece. 755 Providing and laying integral cement based 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 by 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 compound conforming to IS : 2645 and approved 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 Engineering-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 Engineering-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge :With average thickness of 120 mm and minimum thickness at khurra as 65mm. 756 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 757 Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner. 758 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing and paneling to be paid for separately) :For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron) 759 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required (Fittings shall be paid for separately). 760 Powder coated aluminium (minimum thickness of powder coating 50 micron) 761 Providing and fixing 6 mm thick high performance toughened glass from approved manufacturer complete in all respects as per direction of the Engineer-in-charge. (Required properties Solar factor 0.43, U-Value (W/sq.m-K) 5.6, Visible light transmittance 0.43). The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. 762 UNDER GROUND TANK (UGT) 763 Carriage of good earth by mechanical transport including loading, unloading and stacking 764 (upto 20KM) 765 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. 766 All kinds of soil 767 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. 768 All kinds of soil (From 1.5 to 3 m depth) 769 All kinds of soil (From 3.00 to 3.50 m depth) 770 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. 771 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) 772 Centring and shuttering including strutting,propping etc. and removal of form for 773 Foundations, footings, bases of columns etc. for mass concrete. 774 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. 775 Suspended floors, roots, landings, balcnies and access platform. 776 Shelves (Cost in situ) 777 Lintels, beams, plinth bams, griders, bressumers and cantilevers. 778 Columns,Pillars, Piers, Abutments, Posts and Struts 779 Stairs, (excluding landings) except spiral-staircases 780 Edges of slabs and breaks in floors and walls 781 Under 20 cm wide 782 Weather shade, Chajjas, corbels etc., including edges 783 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 784 Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 785 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without 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. 786 All works upto plinth level 787 Concrete of M25 grade with minimum cement content of 330 kg /cum 788 All works above plinth level upto floor V level 789 Concrete of M25 grade with minimum cement content of 330 kg /cum 790 Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry with 150mm to 300 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). 791 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 792 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 793 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 794 Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glass excluded) (overall area of door shutter to be measured): 795 Rectangular or square. 796 Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. 797 1.0 mm thick 798 Providing and fixing approved brand and manufacture SS 304 Lever Handle D-type, 22mm dia fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 799 Providing and fixing approved brand and manufacture SS 304 grade SS 304 grade Mortise Dead Lock with 60mm Backset fixed fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 800 Providing and fixing approved brand and manufacture SS 304 grade Tower bolt 250mm long with 10mm dia fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 801 Providing and fixing approved brand and manufacture SS 304 grade wall mounted door buffer fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 802 Providing and fixing approved brand and manufacture SS 304 grade Door Stopper - door mounted hanging type fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 803 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. 804 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 805 Hot finished welded type tubes 806 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 807 25 mm thick 808 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 809 Extra for pre finished nosing to treads of steps of Kota/Sand stone. 810 Extra for Kota/Sand flooring in treads of steps and risers using single length above normal size up to 2.00 metre . 811 Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. 812 Providing and laying matt finished vitrified tile of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. 813 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/sqm including grouting the joints with white cement and matching pigments etc., complete. 814 12mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 815 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). 816 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) 817 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. 818 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 than 50 gram/litre 819 Painting with synthetic enamel paint of approved brand and manufacture of required color to give an shade.Two or more coats on new work including priming coat of ordinary paint approved brand. 820 Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm 821 Providing & fixing galvanized low carbon wire, anealed wire Chicken mesh formed by twisting two adjacent wires at least four times, forming a hexagonal shaped strong honeycomb mesh structure on joints of RCC & Brick work before plastering, of required gauge (not less than 21 gauge)and size with nails etc. complete as specified in drawing and as per the Direction of Engineer-in-charge. 822 Providing and laying integral cement based 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 by 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 compound conforming to IS : 2645 and approved 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 Engineering-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 Engineering-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : 823 In 75x75 mm deep chase 824 Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner. 825 Road Work 826 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 827 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) 828 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: 829 All kinds of soil 830 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. 831 Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). 832 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. 833 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBRValue-30 834 Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 835 Providing and laying 400 micron thick PVC Sheet on WBM Surface complete as per direction of engineer-in-charge. 836 Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately).(Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). 837 Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) 838 Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. Using grade A sealing compound conforming to IS: 1834. 839 Painting runway/taxi track/apron marking with adequate no. of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge i/c cleaning the surface of all dirt, scales, oil, grease and other foreign material etc. and lining out complete 840 New work (Two or more coats) 841 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement 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 sharp curve shall not be 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 for payment).(Precast C.C. kerb stone shall be approved by engineer-in-charge). 842 FOOTPATH & STONE BENCHES 843 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. 844 All kinds of soil 845 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 846 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) 847 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth & above plinth level. 848 Thermo-Mechanically Treated bars of grade Fe-500D or more. 849 Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding 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 from natural sources). 850 Providing and fixing 70 mm thick Lalitpur Grey sand stone over prefix sand stone legs including polishing, pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone. 851 Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge. 852 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: 853 All kinds of soil 854 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. 855 Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). 856 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. 857 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBRValue-30 858 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. 859 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. 860 HORTICULTURE & LANDSCAPING WORK 861 Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). 862 Supplying and stacking of good earth at site including royalty and carriage up to 1 km (earth measured in stacks will be reduced by 20% for payment). 863 Supplying and stacking at site dump manure from approved source, including carriage up to 1 km (manure measured in stacks will be reduced by 8% for payment) : 864 Screened through sieve of I.S. designation 20 mm 865 Screened through sieve of I.S. designation 16 mm 866 Screened through sieve of I.S. designation 4.75 mm 867 Fine dressing of the ground 868 Spreading of sludge, dump manure and / or good earth in required thickness as per direction of Officer-in-charge (Cost of sludge, dump manure and / or good earth to be paid separately). 869 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.. 870 Providing and laying Neelgiri/Korean grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light watering with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-charge. 871 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) : 872 Holes 60 cm dia, and 60 cm deep. 873 Holes 45 cm dia, and 45 cm deep. 874 TREE PLANTS 875 Providing and stacking of Cassia fistula (Amaltash) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 876 Providing and stacking of Bauhinia purpurea (Kachnar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 877 Providing and stacking of Azadirachta indica ( Neem ) of height 120-130cm in big polybag of size 25 cm as per direction of the officer-in-charge. 878 Providing and stacking of Mimusops elengi (Maulsri) of height 180-195 cm., well developed with thick stem in big in big size HDPE bag as per direction of the officer-in-charge. 879 Providing and stacking of Callistemon lanceolatus of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 880 Providing and stacking of Saraca indica (Sita Ashok) of height 105-120cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 881 GROUND COVERS PLANTS 882 Providing and stacking of Tradescantia, full of leaves in Earthen Pot/Plastic Pot of size 15 cm. as per direction of the officer-in-charge. 883 Providing and stacking of Wedelia trilobata,full of leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. 884 Providing and stacking of Syngonium golden of height 30-45 cm. with 2-3 suckers healthy foliage in Earthen Pot/Plastic Pot of size 20 cm. as per direction of the officer-in-charge. 885 SHRUBS AND PERINNIAL HERBS 886 Providing and Displaying Bougainvillea named variety, Sobhra, Thima, Marry palmar, Cherry Blossom etc. well developed with fresh & healthy bushy in full bloom 75 to 90 cm ht. in 40 cm Cement Pot as per direction of the officer-in-charge. 887 Providing and stacking of Cassia biflora of height 90-105 cm., well branched, bushy in big size HDPE bag as per direction of the officer-in-charge. 888 Providing and stacking of Ficus panda of height 60-75 cm, with 8-10 branches, and healthy foliage, bushy in big size HDPE bag as per direction of the officer-in-charge. 889 CREEPER PLANTS 890 Providing and stacking of Quisqualis indicia of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. 891 Providing and stacking of Clerodendrum splendens of height 30 cm to 45cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. 892 FURNITURE AND FURNISHINGS 893 Cafe Table, S.S. Pipe Frame, PLPB Edge Banded Top, 38mm Thick, Size in mm - 900mm (Dia.) 894 Café Chair, PP Seat & Back 895 DiningTable, Powder Coated + Chrome Plated Pipe Frame, PLPB Edge Banded Top, 25mm Thick, Size in mm - 1500 X 900 896 Medium Back Chair, PU Arms, Silver Powder Coated Pipe Frame,Gas Lift, Powder Coated Base, Seat Back Leatherite Tapestry. 897 Reception Table, Particle Board Top 898 2 Seater Sofa With Wooden Frame, Powder Coated Leg, Twin Colour Leatherette Tapestry Size in mm - 1180 (L) X 835 (D) X 785 (H) 899 Centre Table, 18mm PLPB Top, Annodize Aluminium Section Frame 900 Corner Table, MDF Top With Veneer Polish, MS Gold Finish Leg 901 1 Seater Sofa With Wooden Frame, Powder Coated Leg, Twin Colour Leatherette Tapestry Size in mm - 810 (L) X 835 (D) X 785 (H) 902 Medium Back Chair, Wooden Frame, Cushion Arm, Synchro Knee Tilt, Gas Lift, Aluminium Base 903 Visitor Chair, Wooden Frame, Cushion Arm, Chrome Plated pipe stand 904 Executive Table, PLPB Top, Flaper Box, Extruded Aluminium Profile 905 Conference Table, Particle Board Edge Banded Top 906 Medium Back Chair, PP Cushion Arm, Swivel Tilt, Gas Lift, Nylon Base 907 Executive Table, Particle Board Top, Fixed Metal Pedestal, Metal Frame, Powder Coated 908 Visitor Chair, Cushion Arm, PU Moulded Seat Back, Chrome Plated Pipe stand 909 Bunk Bed, CRCA Pipe Frame, Powder Coated, PPCP Shoes, With 12mm Plywood, Without Mattress Uppder Size- 1950 X 965 Lower Size- 1950 X 1250 910 Study Table, Particle Board Top, MS Powder Coated Legs 911 METAL BED 912 WARDROBE WITH MIRROR ,PLPB BOARD 913 SUBHEAD I-EARTHING 914 Supply and burying of 40mm dia x 4.5 metres long G.I. Pipe vertically for earthing having 12mm dia. Holes spaced 75mm apart drilled up to 2 metre from the bottom complete with earthing lead of No. 6 to 8 SWG GI wire in G.I. Pipe up to appron (and from appron to switch board the cost of G.I. wire and pipe will be extra) upto switch board, 30cm square C.I. box with hinged cover masonary enclosure, funnel at top, alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per directions of Engineer-in-charge complete in all respects as per drawing. 915 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required 916 Supply and burying of 600mm x 600mm x 3mm copper plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia G.I. pipe and funnel for watering and two earthing lead of two no. 8 SWG copper wire in 15mm dia G.I. pipe up to switch board (from appron to switch board the cost of G.I. pipe and copper wire will be extra) 30cm square C.I. frame with hinged cover masonry housing alternate layers of charcoal/coke and salt at least 150mm thick alround etc. complete in 917 all respects. 918 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 919 Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge ,complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 920 50 sqmm3.5 core 921 6 sqmm3 core 922 6 sqmm2 core 923 Supply & fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respects. The armouring of the cable shall be properly connected with the earth as per dire 924 50 sqmm3.5 core 925 6 sqmm3 core 926 6 sqmm2 core 927 Supplying and fixing of Palm / pin type copper tin plated cables sockets (lugs) to the cable leads, insuslating with tape and making of connections etc. complete in all respects as per direction of Engineer-Incharge. 928 50 sqmm 929 GST Extra as per applicable
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Uttar Pradesh View Result →
24.
Housing Urban and Rular Development #9360745 Technical Bid
Tender For Qila Darhal Androoth Road (Under Pothole).- 1 Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material within all lifts and lead upto 1 km (by mechanical means). 2 Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge 3 Providing and applying tack coat using hot straight run bitumen of grade –VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleani preparing the existing road surface as per specifications. On Bitumen surface . @ 0.50 kg/sqm. 4 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 of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity 5 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 capacityetc. complete (tack coat to be paid for separately).With paving Asphalt grade VG-30 with no solvent. 6 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-10 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 7 Drain clearance in soils; mixed with moorum/kankar/shingle/boulders; disposal lead upto 50m and lift upto 1.5m 8 Carriage of material by mechanical transport from source to the site of work including loading/unloading and stakcing complete. 9 Sand for an av. lead 105 Kms distance . 10 Bajree/Stone aggregates below 40mm nominal size for an av. 45 Kms distance. Please Enable Macros to View BoQ information
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Jammu And Kashmir View Result →
25.
Housing Urban and Rular Development #9360743 Technical Bid
Tender For Rajpur To Kamila Kote Road (Under Pothole).- 1 Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material within all lifts and lead upto 1 km (by mechanical means). 2 Filling by way of providing, laying, watering and compacting to proper grade and camber in layer not exceeding 200mm thickness by 8 to 10 tonne road roller river bed material mixed with course aggregates round nallah shingle max. size 75mm including carriage from source of supply to the site of work and fininishing with a thin layer of good earth at the top. (Rollong, all leads and lifts complete). 3 Supplying and stacking of graded stone aggregate at site of size range. (Excluding Carriage) 63 mm to 45mm 4 Supplying and stacking at site stone screening of size (excluding carriage) 13.2 mm nominal size (Type A) 5 Supplying and stacking at site stone dust (excluding carriage) 6 Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density 63 mm to 45mm 7 Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge 8 Providing and applying tack coat using hot straight run bitumen of grade –VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleani preparing the existing road surface as per specifications. 9 On W.B.M. @ 0.75 Kg/sqm. 10 On Bitumen surface . @ 0.50 kg/sqm. 11 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 of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity 12 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 capacityetc. complete (tack coat to be paid for separately).With paving Asphalt grade VG-30 with no solvent. 13 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-10 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 14 Drain clearance in soils; mixed with moorum/kankar/shingle/boulders; disposal lead upto 50m and lift upto 1.5m 15 Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete Non-pressure NP-3 class (Medium duty) R.C.C. pipes 900 mm dia. R.C.C. pipe 16 Carriage of material by mechanical transport from source to the site of work including loading/unloading and stakcing complete. 17 Sand for an av. lead 95 Kms distance . 18 Stone aggregate 63mm to 45mm size for an av.34 Kms distance . 19 Stone dust for an av. lead 34 Kms distance . 20 Bajree/Stone aggregates below 40mm nominal size for an av. 34 Kms distance. 21 900 mm dia hume pipe for an av. Lead of 134 Kms Please Enable Macros to View BoQ information
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
Jammu And Kashmir View Result →
26.
Housing Urban and Rular Development #9360740 Technical Bid
Tender For Thandapoani To Prat Road (Under Pothole).- 1 Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material within all lifts and lead upto 1 km (by mechanical means). 2 Supplying and stacking of graded stone aggregate at site of size range. (Excluding Carriage) 63 mm to 45mm 3 Supplying and stacking at site stone screening of size (excluding carriage) 13.2 mm nominal size (Type A) 4 Supplying and stacking at site stone dust (excluding carriage) 5 Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density 63 mm to 45mm 6 Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge 7 Providing and applying tack coat using hot straight run bitumen of grade –VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleani preparing the existing road surface as per specifications. On W.B.M. @ 0.75 Kg/sqm. 8 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 capacityetc. complete (tack coat to be paid for separately).With paving Asphalt grade VG-30 with no solvent. 9 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-10 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 10 Drain clearance in soils; mixed with moorum/kankar/shingle/boulders; disposal lead upto 50m and lift upto 1.5m 11 Surface/Berm 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. 12 Carriage of material by mechanical transport from source to the site of work including loading/unloading and stakcing complete. 13 Sand for an av. lead 80 Kms distance . 14 Stone aggregate 63mm to 45mm size for an av.20 Kms distance . 15 Stone dust for an av. lead 20 Kms distance . 16 Bajree/Stone aggregates below 40mm nominal size for an av. 20 Kms distance. Please Enable Macros to View BoQ information
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
Jammu And Kashmir View Result →
27.
Housing Urban and Rular Development #9360734 Technical Bid
Tender For Bamliya (Kanda) Ward No. 06 Sunderbani (Under Pothole).- 1 Supplying and stacking of graded stone aggregate at site of size range. (Excluding Carriage) 63 mm to 45mm 2 Supplying and stacking at site stone screening of size (excluding carriage) 13.2 mm nominal size (Type A) 3 Supplying and stacking at site stone dust (excluding carriage) 4 Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density 63 mm to 45mm 5 Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge 6 Providing and applying tack coat using hot straight run bitumen of grade –VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleani preparing the existing road surface as per specifications. On W.B.M. @ 0.75 Kg/sqm. 7 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 capacityetc. complete (tack coat to be paid for separately).With paving Asphalt grade VG-30 with no solvent. 8 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-10 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 9 Surface/Berm 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. 10 Carriage of material by mechanical transport from source to the site of work including loading/unloading and stakcing complete. 11 Sand for an av. lead 50 Kms distance . 12 Stone aggregate 63mm to 45mm size for an av.30 Kms distance . 13 Stone dust for an av. lead 30 Kms distance . 14 Bajree/Stone aggregates below 40mm nominal size for an av. 30 Kms distance. Please Enable Macros to View BoQ information
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 6
Jammu And Kashmir View Result →
28.
Defence #9356616 AOC
Tender For Material And Labour For Conducting Rrs Exercise In Tech Area At Af Stn Utarlai- 1 M&L forbroken stone boulders of granite/ trap or basalt stone of size excexc 100mm but not exc 450 mm including surface dressing of stacking ground & stacked properly all as specified. 2 Supply only Granuler Sub Base delivered to any location in technical area& stacked properlyincluding surface dressing all as specified andas directed. 3 Supply only Wet Mix Macadamdelivered to any location in technical area as per design mix approved by GE and conforming toIS - 2286 all as specified.(rolling and spreading to required amber will be paid seperately.) 4 M&Lforcationic bitumen emulsionSSI Grade conforming to IS 8887 delivered to any location in technical area complete all as specified and directed. (charges for Bitumen emulsion machine stand ideal and working at site will be paid separately ) 5 M&L for lime unslaked, fat ormagnesium powder at RRS exercise location in packed HDPE bags all as specified and approved.(charges for labour stand ideal and working at site will be paid separately ) 6 M&L for bituminous premix dense asphaltic concrete- I (DAC-I) using paving bitumen grade VG 30 @ 6% by weight of total mix delivered to any location in technical area as per approved design mix by GE all as specified and directed.(charges for labour , paver roller and other required machinary forstand ideal and working at site will be paid separately ) 7 Supply only test report only job design mix formula for Dense Asphalt Concrete - I as per specification of Para 20.B.4 of MES SSR Part-Iof 150 mm thick (50 mm thick each layer) obtained from approved Lab including supply of material required for Job mix formula to Lab and payment of testing charges to approved Lab complete all as specified and directed 8 Supply test report only job design mix formula for Wet Mix Macadam as per specification of Para 20.B.5 of MES SSR Part-Iof 200 mm thickobtained from approved Lab including supply of material required for Job design mix formula to Laboratoryand payment of testing charges to approved Laboratorycomplete all as specified and directed 9 Hiring of mechanical Asphalt paver finisher of capacity 150 to 200 Tons/hour for laying of Dense asphalt concrete and Wet Mix Macadam all as directed. (Note : Rate to be quoted by contractor for vehicle/plant when working at site) . 10 Hiring of mechanical Asphalt paver finisher of capacity 150 to 200 Tons/hourfor laying of Dense asphalt concrete and Wet Mix Macadam all as directed. (Note: Rate to be quoted by contractor for plant when stand idle in standby condition in tech area/RRS exercise site ) 11 Hiring of Vibromax power rollerof capacity 8 to 12 tonne capacity for rolling/compaction of stone boulder, GSB and wet mix macadam all as directed. (Note : Rate to be quoted by contractor for vehicle/plant when working at site) . 12 Hiring of Vibromax power rollerof capacity 8 to 12 tonne capacity for rolling/compaction of stone boulder, GSB and wet mix macadam all as directed. (Note: Rate to be quoted by contractor for plant when stand idle in standby condition in tech area/RRS exercise site ) 13 Hiring of double drum smooth Vibromax power rollerof capacity 8 to 12 tonne capacity for rolling/compaction of bitumenious layer of dense asphalt concrete (DAC-I)only all as directed. (Note : Rate to be quoted by contractor for vehicle/plant when working at site) . 14 Hiring of double drum smooth Vibromax power rollerof capacity 8 to 12 tonne capacity for rolling/compaction of bitumenious layer of dense asphalt concrete (DAC-I)only all as directed (Note: Rate to be quoted by contractor for plant when stand idle in standby condition in tech area/RRS exercise site ) 15 Hiring of Generator 5 KVA (Trailor mounted) with all electric connection accessories to electric output units installed to any location in technical area all as directed. (Note : Rate to be quoted by contractor for vehicle/plant when working at site) . 16 Hiring of Generator 5 KVA (Trailor mounted) with all electric connection accessories to electric output units installed to any location in technical area all as directed. (Note: Rate to be quoted for plant when stand idle in standby condition in tech area/RRS exercise site without any work ) 17 Hiring of Slush Pump of capacity 1.5 HP with water discharge 20,000 Ltrs per hoursfor dewateringpurpose from trenches/well etc with provision of hose pipe of suitable bore beyond 100 mtr from exercise location all as directed. (Note : Rate to be quoted by contractor for vehicle/plant when working at site) . 18 Hiring of Slush Pump of capacity 1.5 HP with water discharge 20,000 Ltrs per hoursfor dewateringpurpose from trenches/well etc with provision of hose pipe of suitable bore beyond 100 mtr from exercise location all as directed. (Note: Rate to be quoted for plant when stand idle in standby condition in tech area/RRS exercise site without any work ) 19 Hiring of Stone Cutter/Grinder (Electric operated) delivered to any location in tech area for cutting/grinding of stone all as directed. (Note : Rate to be quoted by contractor for vehicle/plant when working at site) . 20 Hiring of Stone Cutter/Grinder (Electric operated) delivered to any location in tech area all as directed. (Note: Rate to be quoted by contractor for plant when stand idle in standby condition in tech area/RRS exercise site ) 21 Hiring of Tipper 8.5 Cum capacity delivered to any location in tech area for shifting of RRS material all as directed. (Note : Rate to be quoted by contractor for vehicle/plant when working at site) . 22 Hiring of Tipper 8.5 Cum capacity delivered to any location in tech area all as directed. (Note: Rate to be quoted by contractor for plant when stand idle in standby condition in tech area/RRS exercise site ) 23 Hiring of JCB 4 CXdelivered to any location in tech area for excavation of trenches/loading of RRS maerials all as directed. (Note : Rate to be quoted by contractor for vehicle/plant when working at site) . 24 Hiring of JCB 4 CXdelivered to any location in tech area all as directed. (Note: Rate to be quoted by contractor for plant when stand idle in standby condition in tech area/RRS exercise site ) 25 Hiring of furnance/compressore towed with tractor or other suitable vehicle for application of cationic bitumen emulsion at site all as directed. (Note : Rate to be quoted by contractor for furnance/compressore with towed tractor/other vehicle when working at site ) . 26 Hiring of furnance/compressore towed with tractor or other suitable vehicle all as directed.(Note: Rate to be quoted by contractor for veh/plant when stand idle in standby condition in tech area/RRS exercise site without any work ) 27 Hiring of front end loader (Hydraulic wheeled) delivered to any location in tech area for excavation in trenches/loading of RRS materials all as directed. Note : Rate to be quoted for plant when it is working at site) . 28 Hiring of front end loader (Hydraulic wheeled)delivered to any location in tech area all as directed. (Note: Rate to be quoted for plant when stand idle in standby condition in tech area/RRS exercise site without any work ) 29 Hiring of water bowzer of 10,000 Ltrs capacity with filled water in tech area at any location all as directed . (Note : Rate to be quoted for plant with driver ,helper and fuel when it is working at site.) 30 Hiring of water bowzer of 10,000 Ltrs capacity with filled water in tech area at any location all as directed . (Note : Rate to be quoted by contractor for water bowser provided in tech area at any location in standbycondition nearRRS exercise site for use of water as per requiements. Note for ser Items No 3 to 6 :- The contractor should liaise with other alternate agencies well in advance before RRS exercise for supply of materials as and when hot mix plant/loaded vehiclesgot offroad with no extra cost basis. If contractor fail to supply of these materials at site within one hours, the same should be arranged by the department from other contractor/agency and the full expenditure what ever may be should be paidby the subject CA contractor. Note for ser items No 9 to 30 :- The pre inspection/repairs if any etc should be carried out before entry of plants/vehicles by the contractor and liaise with other agencies alternately well in advance before the day of RRS exercise and if any vehicles/plantsgot offroad within given time and the same vehicles/plants should be arranged by the contractor and reached at RRS exercise location within 1 hours with no extra cost basis.If contractor shall fail to arrange the other vehicles/plantsin place of offroad vehicles/plants, the same should be arranged by the department from other contractor/agencyand his rate of vehicles/plantswhat ever may be should paid by the subject CA contractor. 31 M&L for 40 mm to 60 mm crushed stone aggregateicluding surface dressing of stacking of material ground & stacked properly all as specified. 32 Material and labour forsand cushion with clean river sand duly clear of residual,organic and deleterious materialsicluding surface dressing of stacking ground & stacked properly as specified and directed. 33 Material and labour for supplying and laying 400 micron thick HDPE sheet(Virgin Quality),water proof,wrinkle free without puncture having minimum weight 390gm/Sqm over tack coat/sand cushion as specified in the design with overlap between adjacent strips and at transverse joints as minimum 300mm complete all as specified and directed. 34 M&L for20 to 40 mmcrushed stone aggregateincluding surface dressing of stacking ground & stacked properly as specified and directed. 35 M& L for toeing, placing of IMDM/DES machine at RRS exercise site, not exc 5.00 kmlabour for pouringRapigrout cement slurry as per operating procedure of machine over upper layer of crushed graded stone aggregate to penetrate through upto the sand layer maintining proper level as per existing near by surface. Note (a) Rate are including following :- (i) Material for cleaning greasing and oiling of IMDM/DES machine before and after execute of RRS exercise (ii) Preparation of surface for assembling of IMDM/DES machine (iii) Toing back and placing IMDM/DES machine from RRS exercise site to store after completion of Exercsise. Note (b) for IMDM/DES machine - IMDM/DES machine will be operated byMES trained operator with help of contractor labour. fuel will be supplied by contractor. Contractor is not responsible for any damage and blockage in IMDM machine . Contractor will also provide safety equipment for labour like Dangri, Face mask of high quality, hand gloves , Gum boots, safety goggles, helmets etc. Note (c)charge for labour, forklift 1.5 tonne capacity, truck with open trailer, front end loader (hydraulic wheeledand other required machine for stand ideal and working at site will be paid separatley ) 36 Hiring of mechanicalforklift 1.5 Tonne capacityfor shifting/lifting/ loading of rapigrout cement bags at RSS store and RSS exersise site .( Note :- rate to be qouted by contractor for vehicle /plant with operator helper and fuel working at site ) 37 Hiring of mechanicalforklift 1.5 Tonne capacityfor shifting/lifting/ loading of rapigrout cement bags at RSS store and RSS exersise site .( Note :- rate to be qouted for plantoperator and helper when stand in stand bycondition in tech area /RRS exercise site without any work ) 38 Hiring of mechanical crane 5 Tonne capacityfor shifting/lifting/ loading of rapigrout cement bags at RSS store and RSS exersise site .( Note :- rate to be qouted by contractor for vehicle /plant with operator helper and fuel working at site ) 39 Hiring of mechanicalcrane 5 Tonne capacityfor shifting/lifting/ loading of rapigrout cement bags at RSS store and RSS exersise site .( Note :- rate to be qouted for plantoperator and helper when stand in stand bycondition in tech area /RRS exercise site without any work ) 40 Hiring ofTruck with open trailer of capacity not less than 9 tonne for carring/shifting of rapigrout cement bags at RRS exercise site .( Note :- rate to be qouted by contractor for vehicle /plant with operator helper and fuel working at site ) 41 Hiring ofTruck with open trailer of capacity not less than 9 tonne for carring/shifting of rapigrout cement bags at RRS exercise site .( Note :-rate to be qouted for plantoperator and helper when stand in stand bycondition in tech area /RRS exercise site without any work ) Note for ser items No 36 to 39 :- The pre inspection/repairs if any etc should be carried out before entry of plants/vehicles by the contractor and liaise with other agencies alternately well in advance before the day of RRS exercise and if any vehicles/plantsgot offroad within given time and the same vehicles/plants should be arranged by the contractor and reached at RRS exercise location within 1 hours with no extra cost basis.If contractor shall fail to arrange the other vehicles/plantsin place of offroad vehicles/plants, the same should be arranged by the department from other contractor/agencyand his rate of vehicles/plantswhat ever may be should paid by the subject CA contractor. 42 Multi tasking skilled labour for execute work of RRS exercise Note (a) contractor shall be arrange upto 20 nos of skilled labor for when RRS exercise wil done with poring of Rapigrout cement by using IMDM/DES machine (b) : contractor shall be arrange minimum 6 nos of skilled labor when RRS exercise will done with DAC-1 43 Skilled masonto execute work of RRS exercise (Note (a) contractor shall be arrange minimum 4 nos of mason for when RRS exercise wil done with poring of Rapigrout cement by using IMDM/DES machine) 44 M&L for conducting CBR test as per IS-2720 (Part-16 ) for testing strength of subgrade formation surface & submitting test report . 45 M&L for conducting Drydensity of subgrade formation surface and submitting test report 46 M&L for conducting compressive strength test of specimen of rapigrout of DAC-1 from govt approved lab & submittingtest report including taking out at least three sample of by core cutting upto 75 mm dia & transporting to lab
Contract Date: Feb 19, 2026 Contract Value : ₹ 19.94 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 3
Rajasthan View Result →
29.
Public Administrative Department #9200097 Technical Bid
Tender For 18- Asphalt Repairing And Re-Carpeting Work In Ward No. 11 To 20, Pratapgarh. - 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. 4 Providing and laying surface dressing as wearing course consisting of a layer of bituminous binder as per Table 500-20 (including Cost of anti stripping compound Minimum 1% in Lime/Cement as per design wherever required) laid on the prepared surface, followed by a cover of crushed stone chippings of specified size (may be pre coated also) & rolling with power roller all complete as per clause 510 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.With 19mm crushed stone chipping 0.15 cum and binder 12 Kg per 10 Sqm - Bitumen VG-grade 30 5 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. 6 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. 7 Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed stone aggregate as per Table 500-23, premixed with bituminous binder @ 14.60 kg/ 10sqm (including Cost of anti stripping compound Minimum 1% in Lime/Cement as per design wherever required), including loading of material with F.E. loader, hot mixing of stone aggregate 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 to the required level and grade, compacting smooth wheeled roller 8-10 tonne capacity and finishing to required level to achieve the desired density as per clause 511 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding cost of tack coat/ seal coat.With Bitumen VG-grade 30 8 Providing and applying premixed seal coat Type B comprising of thin application of fine aggregate 0.06 cum/ 10 sqm premix with bitumen binder @ 6.8 Kg/ 10 Sqm (including Cost of anti stripping compound Minimum 1% in Lime/Cement as per design wherever required) laying with paver finisher with electronic sensor control and rolling with power roller 8-10 tonne complete as per clause 513 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.With Bitumen VG-grade 30 9 Providing and laying marking of center line and stop line etc with hot thermoplastic compound 2.5 mm thick on road/ plain surface, including reflectorising glass beads @ 250 gms per sqm area with special applicator machine, as per IRC:35 including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control involved. The finished surface to be level, uniform and free from streaks and holes as per clause 803 of MoRT&H Specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 2
Rajasthan View Result →
30.
Public Administrative Department #9190109 Technical Bid
Tender For Asphalt Patch Work In Municipal Council Area. - Providing and laying surface dressing as wearing course consisting of a layer of bituminous binder as per Table 500-20 (including Cost of anti stripping compound Minimum 1% in Lime/Cement as per design wherever required) laid on the prepared surface, followed by a cover of crushed stone chippings of specified size (may be pre coated also) & rolling with power roller all complete as per clause 510 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.With 19mm crushed stone chipping 0.15 cum and binder 12 Kg per 10 Sqm - Bitumen VG-grade 30 4 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. 5 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. 6 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. 7 Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed stone aggregate as per Table 500-23, premixed with bituminous binder @ 14.60 kg/ 10sqm (including Cost of anti stripping compound Minimum 1% in Lime/Cement as per design wherever required), including loading of material with F.E. loader, hot mixing of stone aggregate 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 to the required level and grade, compacting smooth wheeled roller 8-10 tonne capacity and finishing to required level to achieve the desired density as per clause 511 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding cost of tack coat/ seal coat.With Bitumen VG-grade 30 8 Providing and applying premixed seal coat Type B comprising of thin application of fine aggregate 0.06 cum/ 10 sqm premix with bitumen binder @ 6.8 Kg/ 10 Sqm (including Cost of anti stripping compound Minimum 1% in Lime/Cement as per design wherever required) laying with paver finisher with electronic sensor control and rolling with power roller 8-10 tonne complete as per clause 513 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.With Bitumen VG-grade 30
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 1
Rajasthan View Result →
31.
Defence #8605235 AOC
Tender For Resurfacing Of Internal Raods And Parking Area At Various Locations At Awantipur Garrison Under Ge 861 Ews; 1 Repair to potholes any depth, not exceeding 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by filling in screened andgraded road metal, watering and well ramming (including supply of road metal) complete all as specified and as directed. 2 Preparing existing black topsurfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags or mechanical air compressor to remove all loose dirt etc. complete all as specified and as directed. 3 M&L applying evenly a priming/tack coat with bituminous primer at the rate 05 kg per 10Sqm using paving bitumen of grade VG-10 on existing black top surfaces complete all as specified anddirected. 4 M&Lproviding, laying, spreading premix bituminous macadam with crushed and graded stone aggregate mixed together with 4.5% of paving bitumen of grade VG-30 by weight of total mix including heating bitumen to the required temperature, mixing bituminous macadam in automatic and temperature controlled hot mixing plant, laying, spreading by means of mechanical paver and rolling and consolidating to the required gradient and camber (consolidated thickness 75mm or less) with 10 to 12 tonne power roller complete all as specified and as directed. Notes :-(a) Premixed Bituminuous Macadam shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper.(b) The exact bitumen content required shall be determined follwing the Mix Design procedure contained in the Asphalt Institute Manual MS-2 (Sixth Edition) as referred in case 3.5.3 of IRC 111:2009. The adjustment in rate due to variation in quantity of bitumen if any shall be priced at the rate of Rs. 60.00 Per KG of bitumen. 5 M&Lpreparing black top bituminous surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surfaces with air compressor through air jet to remove all loose dirt etc and applying evenly a tack coat of paving bitumen primer of grade VG-10 at the rate of 05 Kg per 10Sqm of road surface by sprayer operated hot pressure machanism, providing, laying, spreading 30mm thick (consolidated thickness) of premix Semi Dense Asphaltic Concrete (SDAC) with crushed and graded coarse aggregates as per design based on job mix formula with 5.5% bitumen binder content (bitumen of Grade VG-30) by weight of total mix including heating bitumen to the required temperature, mixing bituminous concrete in automatic and temperature controlled hot mixing plant, laying, spreading uniformly by means of mechanical paver and rolling and consolidating to the required gradient and camber with 10 to 12 tonne power roller and vibromax roller to a uniform smooth surface complete all as specified and as directed. Notes :- (a) Bituminous premix semi dense asphaltic concrete shall be prepared in central computerised hot mix plant. (b) Design mix shall be got done by the contractor at his own expenses from NABL laboratory as decided by GE. (c) Contractor shall quote his rates by considereing binder contents @ 5.5% of total mix by weight, however in case of any variation in weight of binder contents on lower side as per actual mix design, the same shall be ajusted @ Rs. 60.00 Per Kg of bitumen. 6 M&Lpreparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like not exceeding 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instructions complete all as specified and directed. 7 Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and including MS stud of suitable size as per manufacturers instructions complete all as specified and directed. 8 Demolition of cement concrete in ground floors and pavings not exceeding 15cm thickness (below or above ground level) complete all as specified and directed. 9 M&L100mm thick PCC (1:2:4) type B2 (using 40mm graded crushed stone aggregate) as in floor finished surfaceeven and smooth without using extra cement including spike rolling to surfaces or making impressions of expanded metal, whilst the concrete is green complete all as specified anddirected. 10 M&L Glass dividing width of strips 38mm, 3.00mm thick, inserted in position, conform to design complete all as specified and directed.
Contract Date: Jan 15, 2026 Contract Value : ₹ 28.18 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 7
Jammu And Kashmir View Result →
32.
Power #8268343 AOC
Tender For Construction Of Bituminous Road From Silhari Mod To Ratanpurunder Csr.; 1 Dismantling the existing black top bituminous road upto WBM depth /soling depth including stacking of serviceable material, filling of this serviceable materials in the pot holes or disposal of this serviceable material andunserviceable material upto 15 km lead including compacting the dismantled material by suitable roller, compactor to reduce its volume at the site of disposal as required all completeas per direction of Engineer-in-charge. 2 Earth work in excavation, disposal of earth, filling around foundation, plinth, other purposes asper following itemsincluding taking levels by bringing total station, DGPS leveling machine making grid pillar etc. as per requirement and direction of EIC all complete Note-1) Contractor has to arrange for environmental clearance, all other statutory clearance such as excavation /mining/fillingas may be required from all concerned government agencies before start of excavation/fillingwork including payment of all charges, royalties etc. Any penalty arising on account of non compliance of government regulations shall be the responsibility of the contractor. 3 Earth work in excavation, taking out of excavated earth etc for foundation, drainsub gradeetc.in steps as per siteupto required depth, includingproviding required camber in soil for sub grade as required including shoring, shuttering and dewatering as required,side protection, and stacking on the sides of the existing road and disposing surplus earth to any other location within a distance of 15 km. 4 Note:- 1) Contractor has to carry out survey and leveling using total station , DGPSand prepare and submit plan , longitudinal and cross section profile (at every 10 mtr. center to center and 2 mtr. in transverse direction) in hard copy and in AUTO-CAD formatalong the entire length before starting any excavation/filling and then after completion of excavation/fillingand comparison of before and after curves in autocad for volumetric calculation ,including establishing of benchmarks at various points.2) Cleaning, grubbing, surface dressing of excavated area is deemed to be included in the cost of excavation. No separate payment will be made for cleaning, grubbing, surface dressing of excavated area. 3) For excavation work of drain Contractor has to make arrangement for diversion of flow of drain by making temporary bund / drain at his own cost including mobilizing and making use of tanker, pump, pipe etc. as requiredfor sucking the waste water and disposal upto lead of 15 km. No extra payment will be made for this. 5 Filling of excavated earth (Excavated as per item no. 2.1)for foundation, drainplinth, other purposes (except for use as per item no. 3.2)in layers not exceeding 150 mm in thickness watering and consolidation by rammer, suitable compaction equipment etc. disposing surplus earth as per directed by Engineer-In-Charge to a lead upto 15 km. Note- Payment will be on the basis of compacted volume of earth at site. 6 Fillingand construction of sub grade/ embankment/shoulders/any otherfilling as per site requirementfor road construction as per below with material obtained / supplied by contractor as per below (with approved material/selected soil having CBR>6 for subgrade / embankment/any other filling as per site requirement) obtained from borrow pitsor any other approved source with all lifts and leads ,transporting to site ,cleaning and grubbing of area to be filled , surface dressing ,spreading , grading to required slopes, camber , watering, rolling and compacting by required Power / vibratory roller etc. as required, including dewatering at required low-lying areas all complete as per specifications and filling materials obtained as follows: 7 Note- 1) Contractor has to submit test reportof filling materials complying to parameters as mentioned above testedin NABL and NPCIL approved 3rd party labs at his own cost, prior to start of filling.2) Contractor has to carry out survey and leveling using total station, DGPSand prepare and submit longitudinal and cross section(at every 10 mtr. center to center and 2 mtr. spacing in transverse direction) profile in hard copy and in AUTO-CAD formatalong the entire length before starting any fillingand then after completion of filling and and comparison of before and after curves and road profile as per drawingin auto cad formatfor volumetric calculation including establishing of benchmarks at various points. 3) Contractor has to arrange for environmental clearance , all other statutory clearance from all concerned government agencies before start of filling work including payment of all charges , royalties etc. Any penalty arising on account of non compliance of government regulations shall be the responsibility of the contractor. 4) Payment will be on the basis of compacted volume at site complying to specifications 8 5) Contractor has to submit report ofNABLapproved 3rd party testing of compacted sub grade / embankment / shoulder / any other filling including determination of OMC and MDD by NABL approved lab and submission of reportfor compliance to field density and CBR value and requirements of table 300-1 and 300-2as per MORTH specification attached herewithbefore clearance is given for laying of GSB.Compacted Field density (as per IS 2720)and CBR shall be checked @ of 1 sample (comprising of 3 trials/specimen) (bysand replacement method for density and for CBR ) at every 1500 square mtr. and every second layer of filling (i.e. every 400 mm depth) . Only when required compliance is achieved for all the 3 samples, the 1500 sq. mtr shall be considered compacted for payment and further clearance of work. In case only one layer of filling is required ,then the same needs to be got verified by the contractor through NABL approved lab 6)Cleaning, grubbing, surface dressing ofarea to be filledis deemed to be included in the cost of filling work. No separate payment will be made for cleaning, grubbing, surface dressing of area to be filled. 9 Filling materials in layers of 200mm obtained / supplied by contractor from borrow area or any other approved source(except excavated from site) complying to above specifications, rolling, watering and compacting as mentioned above all complete.Note- Payment will be on the basis of compacted volume of earth at site. 10 Filling materials in layers of 200mm obtained and shifted by contractor from excavated materials obtained from item no. 2.1 of SOQR complying to above specifications, rolling , wateringand compacting as mentioned above.Note- Payment will be on the basis of compacted volume of earth at site. 11 Supplying and laying Bricks masonry using locally available approved brick (minimum compressive strength 70Kg/Sqcm) of uniform shape {average size- 225mm x 105mm x 65mm (± 5mm)} cement mortar 1-6 (Mix ratio of -One part Cement and Six part Sand)at all elevation including, simultaneous pointing below plinth level and racking out joints above ground level, curing etc. complete as per specifications. 12 Providing, Laying and Casting Plain Cement Concrete (PCC) of M10 grademinimum cement 220Kg/ CuMincluding all Formwork,Placing, Compacting by using suitable means such as surface vibrators, needle vibratorsetc.Curing by hessian , curing compound etc . and Finishingthe entire exposed surface all complteas per as perspecifications. Note: Contractor has to ensure availability of total station leveling machine with operator for verification of levelduring the work ofPCC of drain at his own cost. 13 Providing 15 mm thick cement plaster in cement mortar 1-4 (Mix ratio of -One part Cement and Four part Sand) to brick or concrete surface etc. including preparation of surface hacking, removing of loose materials, cleaning of joints, finishing curing complete all as per direction of EIC. including disposal of rubbish. 14 Supplying & Laying 80mm thick (± 3 mm) cement concreteinterlocking paver block of M-40 grade as per technical specification (minimum compressive strength as per M-40 grade& water absorbtion should not be more than 6% by mass) having smooth finish and of approved size and design/ shape laid in required colour and pattern over brick soling by providing 50mm thick compacted bed of Ganga Sand / Natural Sand / Other approved sand and filling the joints with same all complete as per the direction of Engineer - in - charge. Note- The manufacturer interlocking tiles should meet technical specifications requirements.Concrete testing lab facility is also required in manufacturersfactory. Each tile should be trade mark of manufacturer. 15 Supplying reinforcement steel bars as per IS-1786 of TATA, SAIL , VIZAG/RINL, JINDAL make , transporting and placing in positionfor all concrete including bending, cutting, binding fabricating, fixing, tying in position with 16 gauge wire soft draw binding wire with chairs, supports etc. complete as per specification including cost of binding wire as per specification. (Binding wire will not be measured for payment).Note:Tie rods, chairs , supports etc . will be considered for payment in this item. 16 Supplying structural steel flat, angle ,pipes, all sections etc. and fabrication with cutting, welding and fixing in position of all type structural steel as per direction of engineer including painting with two coat ofS.E. paint of make Berger Luxol / Asian apoclite / Nerolac - kansaiNerolac over one coat of red oxide primer for misc. structural steel fabrication work etc. complete. 17 Providing and fixing Black granite stone 18mm thick (Approx.) ofrequired size for Inauguration board with writing Golden colour letters 1 to 2 in height 75 Nos. (Approx.), maximum 1 Golden border all around complete as per requirement at various locations.Writing matter will be provided by NAPS. (Note- Brick pedestal for fixing Inauguration board will be made separately and paid in relevant items). 18 Construction of granular sub-base (GSB) by providing close graded Material ofrequired Grade conforming to table 400-1 and 400-2 of MORTH specifications, mixing in a mechanical mix plant at required moisture content determined as per clause 401 of MORTH specification , carriage of mixed materialto work site, for all leads & lifts, spreading in uniform layers of specified thicknessand compacting with vibratory roller or power roller in places of bituminous road construction and other locations where space permits use of such rollers and vibratory compactors at other locations where space for operating the rollers is not feasible as requiredto achieve the desired density, complete as per following: Note-1) Contractor has to submit test reportofmaterials complying to parameters as mentionedabovetestedin NABLapproved 3rd party labs at his own cost, prior to start of GSB laying. 2)Compacted Field density (as per IS 2720)shall be checked (sand replacement ) in the field. Contractor has to make arrangement for the same. 19 With material conforming to Grade- I /II of MORTH specification having CBR Value-30 as per above by spreading the material with motor grader/paver in layers as per drawing on prepared surface and compacting with vibratory power roller etc. as required to achieve the desired density, complete as per clause 401 of attached MORTH specifications and directions of Engineer-in-Charge, all complete as per site requirement. Note-1) Compacted Field density (as per IS 2720) of GSB @ of 1 sample per layer (comprising of 3 trials/specimen)(bysand replacement) at every 1500 square mtr. Only when required compliance is achieved, the 1500 Sq. mtr. shall be considered compacted for payment and further clearance of work. Contractor has to arrange the equipment himself for the field testing of the same. 20 Providing and laying non-pressure 150mm dia NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 21 Supplying and laying Reinforced / unreinforced cement concrete grade M-25 machine batched and machine mixed with arrangement for conveying of concrete etc. M-25 grade concrete shall comprise of graded stone aggregate of 20 mm maximum size for different worksof RCC walls, slab, cover etc. including mixing,conveying using suitable means, consolidation, finishing, application of vibrator providing of cover block and curing casting of precast covers, keeping the precast covers in position, providing EP in concreteetc. as per drawings issue all complete.(Minimum cement content is 360 Kg/M3)as mentioned in Technical Specification. The design mix shall be obtained from approved NABL concrete testing lab as per IS:10262 and submitted to EIC before start of work. Admixture to be addedshall be complying to IS:9103. Note- 1) Steel reinforcement will be paid separately in relevant items. 2) Contractor has to submit NABL approved 3rd party report of cubes tested at 7 days and 28 days in timely manner, 30% payment for concrete shall be withheld and will be released only after submission of test reports indicating compliance to grade of concrete. Sampling frequency will as stipulated in technical specification. 3) It shall be ensured that while conveying concrete , segregation does not occur and height of free fall of concrete shall not be more than as allowed by IS 456. 4) Contractor has to ensure availability of total station leveling machine with operator for verification of levelduring the work ofconcreting of drain at his own cost. 22 Dismantling/breaking of existing plain cement concrete / brick work/WBM/any stone layercleaning of bricks etc. including removal of drain cover, stacking serviceable material and disposal of rubbishfor a lead of 15km. as directed by engineer. 23 Providing and laying Wet Mix base course Macadam (WMM) (as per MORTH specification attached in technical specification) in 2 layers using machine crushed chips as per required gradation premixed with required optimum quantity of water conveying the mix to site and spreading to grade and camber with mechanical grader/paver consolidated by vibratory road roller of 80 to 100 KN capacity or other roller as per specification to achieve density as per MORTH specification attached all completeincluding material, labour, plant and machinery and equipments etc. complete and as directed by Engineer in charge. Note-1) Compacted Field density (as per IS 2720) of WMM @ of 1 sample per layer (comprising of 3 trials/specimen)(bysand replacement) at every 1500 square mtr. shall be checked. Only when required compliance is achieved, the 1500 Sq. mtr. shall be considered compacted for payment and further clearance of work. Contractor has to arrange the equipment himself for the field testing of the same. 2) Contractor has to submit mix design of WMM from reputed Government university or private lab having NABL accreditation including determination of OMC etc. all complete. 24 Providing and applying primer coat using bituminous emulsion of grade SS-1 (Indian oil corporation, Hindustan Petroleum, Bharat Petroleum & Hincol ) (as per IS :8887) over prepared surface of WMM with a temperature between 20 - 60 deg. C and applying a uniform coat with the aid of self propelled bitumen pressure spraying bar with nozzles of constant volume of pressure system @10 Kg/10 Sqm including all materials, labour, machinery with all leads and lifts etc. complete (as per MORTH specification attached in technical specification) as directed by Engineer in charge. 25 Providing and applying Tack Coat just before placing DBM/BC over the dry and cleaned/prepared road surface using hot straight run bitumen of grade VG-10 Grade conforming to IS: 73from(Indian oil corporation, Hindustan Petroleum, Bharat Petroleum & Hincol) including heating the bitumen to specified temperature and liberally spraying with mechanically operated spray unit fitted on bitumen boiler @ 0.30 Kg/Sqm. of surface all in lineas per MORTH specificationattached with technical specification and as per direction of Engineer & technical specification. 26 Providing & layingDense Bituminous Macadam (Consolidated) in layers of 50-100mm using bitumen of paving grade VG-30 (Indian oil corporation, Hindustan Petroleum, Bharat Petroleum & Hincol ) as per IS-73-2006,with aggregate as per MORTH specification, @ 45.00kg / M.T. i.e. 4.50 % of total mix, heating the aggregate and asphalt inhot mix plant and spreading the same by paver finisher and consolidation with vibratory roller, tandem roller, smooth wheeled roller, all complete as per MORTH specification attached in technical specification including rolling by pneumatic tyre roller of 12 -15 tonne weightand providing all material equipment, tools and plants, fire wood oil, kerosene, labour charges etc. complete using machinery hot mix plant, paver finisher etc. complete as directed by Engineer in charge. Note: (1) Design of mix to be obtained reputed Government university or private lab having NABL accreditation (2) Weight of each truck will be taken at IIIrd party weighing machine at contractors cost. 27 Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site, laying with paver finisherto the required grade, level and alignment and rolling with smooth wheeled, vibratory , tandem rollers and finally with 12-15 tonne weight pneumatic tyre roller to achieve the desired compaction and density completeas per MORTH specification attached in technical specification and as per directions of Engineer-in-Charge. Note: (1) Design of mix to be obtained reputed Government university or private lab having NABL accreditation (2) Weight of each truck will be taken at IIIrd party weighing machine at contractors cost. 28 40 mm compacted thickness with bitumen of grade VG-30 (Indian oil corporation, Hindustan Petroleum, Bharat Petroleum & Hincol) @ 5.5% (percentage by weight of total mix) and filler prepared in Hot Mix Plant. 29 Preparation and consolidation of existing sub grade / W.B.M/soil surface by power road roller of 8 to 12 tone capacity, vibratory roller etc. as required to achieve required compaction of sub grade in line with MORTH specification table 300-2,cleaning and grubbing as required , surface dressing ,dressing to camber, watering, consolidating with road roller including making good the undulations etc. and rolling the existing WBM/sub grade/soil surface to achieve the required compaction as per technical specification all complete as required. 30 Note: 1) Contractor has to carryout the testing of field dry density of soil/sub grade/stone layerbefore laying the GSB for bituminous road at his own cost @ 1 sample (comprising of 3 trials/specimen) (bysand replacement) at every 1500 square meters. Only if FDD >97 % of MDD is achieved, the 1500 square mtr. shall be considered compacted for payment and further clearance of work. Contractor has to arrange the equipment himself for the field testing of the same. 2) Contractor has to carry out determination of OMC and MDD of sub grade/ WBM / Stone layer/soil surface by NABL approved lab @ 1 sample (comprising of 3 trials/specimen) at every 1km for determination of OMC and MDD. 3) Cleaning, grubbing, surface dressing of area to be compactedis deemed to be included in the cost of excavation. No separate payment will be made for cleaning, grubbing, surface dressing of area to be compacted. 31 Breaking of RCC & cutting of reinforcement and disposal of all rubbish up to a lead of 15 Km. by tractor, trolley along with driver & required manpower will be provided by the contractor at his own cost all as per direction of EIC. 32 Providing and laying non-pressure 300mm dia NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 33 Providing and laying non-pressure 600mm dia NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 34 Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material with primerby thermoplastic paint applicator machine fitted with profile shoe, glass beads dispensor , heater ,etc all accessories, driven byoperator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. 35 Providing, fixing and embedding in concrete 110 mm diaUPVC Pipes conforming to IS 13592 Type A in Drain wallsduring construction of drain walls, Pipes shall be placed as per specification and direction of Engineer-In-Charge. 36 Providing and preparing New Form-work using steel plates , timber planks, shuttering ply, steel supports, bamboos, battens etc . as per requirement for concreting including strutting, propping, staging , fixing,cutting of formwork in curvature as per drawing, and removal includingfinishing of concrete surface forwall, etc asdirected by engineer. Note: Tie rod used for form work will be paid in Re bar item for the length of tie rod which will remain inside concrete 37 Providing and fixing Glow studs of(Approx.) min. size 95mm x15 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite) of HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro-reflective surface shall be 35 (+/-5) degress to base. The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I :809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive. The studs shall beconforming to clause 804 of MORTH specification, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.
Contract Date: Nov 15, 2025 Contract Value : ₹ 14.98 Crore
Boards / Undertakings / PSU No of Bidders 6
Uttar Pradesh View Result →
33.
Public Administrative Department #8228530 AOC
Tender For Restoration Of Road Cut Work Made By Cmwssb At Sakthi Avenue In Dn-27, Unit-7, Zone-3; 1 Earthwork Excavation And Deposting on Bank With Initial Lead of 10 m And Initial Lift of 2m In Hard Stiff Clay Stiff Black Hard Shales Muram Gravel Stoney Earth And Earth Mixed With Small Size Boulders And Hard Gravelly Soil (SS 20A) 2 Carting away the surplus earth and debris to a lead of 10km.and dumping in the Corporation Land as directed during the execution. 3 Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250 mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 4 Providing And Laying. In Position, Standardised Concrete Mix M-30 Grade In Accordance With Is:456-2000; Using 20mm And Down Graded Hard Broken Granite Stone Jelly For All Rcc Items of Works With Minimum Cement Content of 400 Kg/M3 And Maximum Water Cement Ratio of 0.45 Including Admixture (Plasticiser / Super Plasticiser) In Recommended Proportions As Per Is:9103 to accelerate, Retard Setting of Concrete, Improve Workability Without Impairing Strength And Durability With About (5.0 Cu.m.) 7730 Kg. of 20mm Machine Crushed Stone Jelly And With About (3.3 Cu.m.) 5156 Kg. of 10-12mm Machine Crushed Stone Jelly And With About (4.79 Cu.m.) 7670 Kg of Crushed Stone Sand (M Sand), But Excluding Cost of Reinforcement Grill And Fabricating Charges, Centering And Shuttering And Also Including Laying, Vibrating With Mechanical Vibrators, Finishing, Curing and including pumping charges Etc. And Providing Fixtures Like Fan Clamps In The Rcc Floor/ Roof Slabs, Wherever Necessary Without Claiming Extra, Etc., Complete Complying With Standard Specification And Os Directed By The Departmental Officers, The Coarse And Fine Aggregates To Be Used Should Comply With The Requirements of Is Standards. (No Separate Payment Will Be Made By The Department For The Excess Usage of Materials). 5 Providing And Laying Tackcoat Over The Existing Concrete Surface Using 3.0 Kgs of Bitumen Emulsion (Rapid Setting 1) Per 10 Sqm Area Including Cost of Bitumen At The Site Including Labour Charges For Preparing The Surface And Applying The Required Quantity of Bitumen Emulsion As Tack Coat Using Bitumen Sprayer Etc. Complete As Per Clause 503 of Mort &H Specifications. 6 Providing and laying Tack coat over the existing bituminous surface using 2.0 kgs of bitumen emulsion (Rapid Setting 1) per 10 Sq.m area including cost of bitumen emulsion at the site, including labour charges for preparing the surface, and applying the required quantity of bitumen emulsion as Tack Coat using bitumen sprayer etc., complete as per Clause 503 of MoRT&H Specifications Rev.5 7 Providing and laying Bituminous Concrete to 30 mm thick using 0.13 cum of 19.00-9.50mm,0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30 kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, paver finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 8 Cold Milling of Existing Asphalt Pavement to a Required Depth And The Milled Surface To Be Cleaned. 9 Conveyance Charges for milling materials to the work site to designated dumping yard
Contract Date: Nov 10, 2025 Contract Value : ₹ 6.38 Lakh
Local Bodies No of Bidders 3
Tamil Nadu View Result →
34.
Defence #8117116 AOC
Tender For Maint Of Roads Outpocket Area Under Age Br I Of Ge Dinjan; 1 Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exceeding 400 sqm, depth exceeding 50 mm but not exceeding 100 mm complete all as specified and as directed. 2 M & L for 7.5 cm thick (compacted thickness) WBM, with coarse aggregates of lime stone, sand stone, flint or quartzite of grading 2 (63 to 45 mm size) or of grading 3 (53 to 22.4 mm size), spread, rolled and compacted to required gradient and camber with three wheel-power roller of 80 to 100 kN capacity or an equivalent vibratory roller complete all as specified and as directed. 3 Preparing unsurfaced water bound macadam surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. complete all as specified and as directed. 4 Repair to potholes any depth, not exceeding 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc., cutting around edges to at least 25 mm in depth, making good by filling in screened and graded road metal, watering and well ramming and applying tack coat at the rate of 5 kg per 10 Sqm, putting in bituminous macadam well rammed and sealed with bitumen 9.8 kg per 10 sqm blinded with 0.09 cum stone chippings, 6.3 mm size and rolled and compacted with power roller 8 to 10 tonnes to required camber and gradient complete all as specified and as directed. 5 Preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a priming/ tack coat with bituminous primer (paving bitumen VG 30) at 5 kg/ 10 Sqm complete all as specified and as directed. 6 M & L for bituminous concrete 40 mm (compacted thickness) using graded crushed stone aggregate premixed with binder (paving grade bitumen VG-30 grade) @ 5.5% by weight of total mix & hydraulic lime/cement(OPC-43 Grade) filler, rolled and compacted to required camber and gradient complete all as specified and as directed. Note :- (i) Semi dense bituminous concrete shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper. (ii) The exact bitumen content required shall be determined following the Marshall Mix Design procedure contained in the Asphalt Institute Manual MS-2 (Sixth Edition) as referred in case 3.5.3 of IRC 111: 2009. The adjustment in rate on MINUS side variation in quantity of bitumen if any shall be priced at the rate of ₹60 per kg. No claim whatsoever shall be made for adjustment in plus side. 7 M & L for bituminous macadam not exceeding 75 mm thickness (compacted thickness) using hot mix plant and mechanical paver with 4% binder (paving grade bitumen VG-30 grade) content by weight of total mix, rolled and compacted with power roller 8 to 10 tonnes to required camber and gradient complete all as specified and as directed. Note :- (i) Bituminous macadam shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper. (ii) The exact bitumen content required shall be determined as per IRC 27: 2009. The adjustment in rate on MINUS side variation in quantity of bitumen if any shall be priced at the rate of ₹60 per kg. No claim whatsoever shall be made for adjustment in plus side. 8 Supply and fix solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc complete all as specified and as directed. 9 Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi-automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T & P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete all as specified and as directed. 10 M & L for continuous brick edging using old size bricks; with width equal to the width of the brick; laid dry on end vertically complete all as specified and as directed.
Contract Date: Oct 16, 2025 Contract Value : ₹ 31.94 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 5
Assam View Result →
35.
Defence #7888006 AOC
Tender For Construction Of Garrison Road At Adhoc Stn Hq Wuzur Under Ge 861 Ews 1 Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out in Hard / Dense soil complete all as specified and as directed. 2 Description all as item ser No 01 above but depth exc 1.5 mtr and not exc 3.00 mtr depth and getting out in hard / dense soil complete all as specified and as directed. 3 Surface excavation n.exc 30 cm deep and averaging 15cm deep and getting out in Hard / Dense soil complete all as specified and as directed. 4 Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm exc 50mm and n exc 100mm deep and removing thereof complete all as specified and as directed. 5 M&L Hardcore of broken stone or boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed. 6 M&L PCC type D2 (1:4:8) (using 40mm graded crushed stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed. 7 M&L Reinforcement cement concrete M-25 (design mix) (using 20mm graded crushed stone aggregate) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. 8 M&L Reinforcement cement concrete M-25 (design mix) (using 20mm graded crushed stone aggregate) as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses concrete complete all as specified and directed. 9 M&L Reinforcement cement concrete M-25 (design mix) (using 20mm graded crushed stone aggregate) as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed. 10 M&L formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter flat or rough finished surface of concrete complete all as specified and directed. 11 M&L formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter flat or rough finished surface of concrete complete all as specified and directed. 12 M&L formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) flat or rough finished surface of concrete complete all as specified and directed. 13 S&F TMT steel bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. 14 M&L for Soling (or sub base) of 150mm spread thickness with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber by power roller exc 10 tonne and n exc 12 tonne capacity complete all as specified and directed. 15 M&L 150mm thick (7.5cm thick two layer compacted thickness) WBM of granite, trap or basalt, with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required by power roller exc 10 tonne and n exc 12 tonne capacity complete all as specified and directed. 16 M&L preparing existing black top bituminous surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surfaces with air compressor through air jet to remove all loose dirt etc and applying evenly a tack coat of paving bitumen primer of grade VG-10 at the rate of 05 Kg per 10 sqm of road surface by sprayer operated hot pressure machanism, providing, laying, spreading 40mm thick (consolidated thickness) of premix Semi Dense Asphaltic Concrete (SDAC) with crushed and graded coarse aggregates as per design based on job mix formula with 5.5% bitumen binder content (bitumen of Grade VG-30) by weight of total mix including heating bitumen to the required temperature, mixing bituminous concrete in automatic and temperature controlled hot mixing plant, laying, spreading uniformly by means of mechanical paver and rolling and consolidating to the required gradient and camber with 10 to 12 tonne power roller and vibromax roller to a uniform smooth surfaces complete all as specified and as directed by Engineer-in-Charge.NOTES :- (i) Job mix formula shall be approved by CWE. (ii) Paving bitumen primer of grade VG-10 for tack coat and bitumen of grade VG-30 for semi dense asphaltic concrete shall be used.(iii) Design mix shall be got done by the contractor at his own expenses from NABL laboratory as decided by GE.(iv)The contractor shall quote his rates by considering binder content @ 5% of total mix by weight. However, in case of any variation in weight of binder content on lower side as per actual design mix, the same shall be adjusted @ Rs 60/- per Kg of bitumen. 17 M&L for Premixed bituminous, macadam using 4% binder content of paving bitumen of Grade VG-30 by weight of total mix (consolidated thickness 75mm or less), laid with using mechanical paver and compacted to required gradient and camber, complete all as specified and as directed.NOTES :- (i) Premixed Bituminuous Macadam shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper.(ii)The exact bitumen content required shall be determined followingthe Mix Design procedure contained in the Asphalt Institute Manual MS-2 (Sith Edition) as referred in case 3.5.3 of IRC 111:2009. The adjustment in rate shall be priced at the rate of Rs. 60.00 per Kg of bitumen. 18 M&L applying evenly a priming/ tack coat with paving bitumin at rate of 10 kg per 10 sqm using bitumen of grade VG-10 complete all as specified and directed. 19 M&L Precast cement concrete (1:3:6) type C1 (using 20mm graded crushed stone aggregate) as in kerb stone of size (450mm x 350mm x 150mm) for fixing in road edges set in cement mortar (1:4) complete all as specified and as directed. 20 M&L preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instructions complete all as specified and directed. 21 M&L adequate nos of coats of painting lines, dashes, arrows, letters, etc. on roads, pavements and the like exc 10cm wide with road marking paint, white or golden yellow complete all as specified and directed. 22 S&F 450mm dia Reinforced concrete pipes, class NP3, laid and jointed complete with collars complete all as specified and directed. 23 M&L cement concrete (1:3:6) type C2 (using 20mm graded crushed stone aggregate) as in Concrete bed to drain pipes including packing under and completely surrounding pipes with concrete after they are laid and tested; in complete with collars complete all as specified and directed. 24 M&L Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as 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 and including 50mm thick compacted bed of coarse 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 fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete all as specified and directed. 25 Removing surplus excavated material / soil n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. 26 Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. getting out from hard / dense soil complete all as specified and directed. 27 Excavating over areas, n exc 1.5 m deep and getting out in hard / dense soil complete all as specified and as directed. 28 M&L PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in foundation, filling in and mass concrete, complete all as specified and directed. 29 M&L Walling of squared rubble, regular coursed, well bonded, bedded and solidly hearted, built in cement mortar (1:4) complete all as specified and as directed. 30 M&L raised pointing in CM (1:4) to square rubble, coursed and un-coursed rubble masonry complete all as specified and as directed. 31 M&L PCC (1:2:4) type B1 (using 20mm graded crushed stone aggregate) as in coping including necessary formwork, weathering, slightly rounded or chamfered angles as directed. 32 M&L extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, for lime or sand stone n exc 40mm as specified, of random rubble, walling, uncoursed or brought upto course complete all as specified and as directed. 33 M&L precast cement concrete (1:2:4) type B1 (using 20mm graded crushed stone aggregate) as in precast bond stone including necessary form work and set in cement mortar (1:4) complete all as specified and as directed.NOTE : Deduction for bond stone shall be made from stone masonry walling. 34 M&L for boulder filling dry, hand packed tightly, as in vertical bunds with sloping face etc complete all as specified and directed. 35 S&F 110mm bore PVC(SWR) pipes single socketed in any length with rubber ring joints fixed to wallsas in weep holes complete all as specified and as directed.
Contract Date: Sep 01, 2025 Contract Value : ₹ 66.34 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 11
Jammu And Kashmir View Result →
36.
Rural Development #7676874 AOC
Strengthening of road from shani dev underpass to sir choturam chownk area under ward 20 MC Sonipat - 1 [17.26.2]Tack Coat 2. Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications [Through Rate] 2 [17.30.2]Dense Graded Bituminous Macadam with Batch Type HMP 2. Dense Graded Bituminous Macadam 50 mm to 75 mm thickness (Grading II)Providing and laying 50mm - 75 mm dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG 30 @ 4.5%by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete, as per technical clause No. 505 of MORT&H specifications Note-If bitumen required is more than 4.5% as per job mix formula, no extra payment will be paid. Extra bitumen required will be considered as incidental to work. [Through Rate] 3 [17.31.2]Bituminous Concrete with Batch type HMP 2. Bituminous Concrete 30 mm to 45 mm thickness (grading II) with 100-120 TPH batch type HMP Providing and laying 30mm - 45 mm bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG - 30 @ 5.4% per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of per MORTH specifications Note-If bitumen required is more than 5.4% as per job mix formula, no extra payment will be paid. Extra bitumen required will be considered as incidental to work. [Through Rate] 4 [17.37]Mastic Asphalt Providing and laying 25 mm/ 50 mm thick mastic asphalt wearing course with paving grade bitumen 85/25 or VG - 30/40 @ 10.2%, fine aggregates, course aggregates, lime filler @ 17.92% of total, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine-grained hard stone chippingat an approximate spacing of 10 cm centre to centre in both directions, pressed into surface when the temperature of surfaces is not less than 100C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516 of MORT&H specifications (5th Revision, 2013) [Through Rate] 5 [17.69.2]Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. [Through Rate] 6 [17.70]Removal of existing IPB by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. [Through Rate] 7 [17.71]Relaying of available (removed and stacked) Interlocking Paver Block Pavement having thickness 100mm/80 mm/ 60 mm (average = 80mm) as per drawings and Technical Specification Clause 1504 [Through Rate] 8 [34.26]Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including Reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. [Through Rate] 9 [34.33]Road Markers/Road Stud with Lense Reflector Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm up to a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973 [Through Rate] 10 [6.22.1.1]Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer forall leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, 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. 1.1. All works above plinth and up to floor IV level :M-20 grade plain cement concrete (cement content considered @ 300 kg/cum) [Through Rate]
Contract Date: Aug 01, 2025 Contract Value : ₹ 27.03 Lakh
Local Bodies No of Bidders 3
Haryana View Result →
37.
Housing Urban and Rular Development #7328902 AOC
Tender For Road Safety Work Of Ushait Katra Atena Road (Odr) 19 T-Junctions Under Dataganj Vidhansabha In District Badaun - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67- 2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting type- IV 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to the ground by means of properly dsignd foundation with M-15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. the retro reflective sheeting shall be tested for three year out door weathering test in Indian condition as per IRC 67-2012 and proof of the same in form of Govt. report shal be uploaded while quoting tender. (i- 90 cm equilateral triangle with diffinitation plate size (20cm.x60 cm.) . 2 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67- 2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting type- IV 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to the ground by means of properly dsignd foundation with M-15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. the retro reflective sheeting shall be tested for three year out door weathering test in Indian condition as per IRC 67-2012 and proof of the same in form of Govt. report shal be uploaded while quoting tender. (iii- 60 cm circular with diffinitation plate size (20cm.x60 cm.) . 3 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67- 2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting type- IV 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to the ground by means of properly dsignd foundation with M-15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. the retro reflective sheeting shall be tested for three year out door weathering test in Indian condition as per IRC 67-2012 and proof of the same in form of Govt. report shal be uploaded while quoting tender. (Vii- 90cm. High Octagon) . 4 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectiorising glass beads@ 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35 2015. The finished surface to be level, uniformand free from streaks and holes including cost of all types of material, labour, T&P etc. required for proper completion of the work as per MORT & H specifications (2001) No. 803 Complete. 5 Road marking with hot applied thermoplastic compound with reflectorising glass beads on bituminous surface. (5mm thick in yellow colour). Transverse bar marking with stricter compliance as per IRC: 99-2018 providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectiorising glass beads@ 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35 2015. up todate (thermoplastic marking of 300mm wide and 15mm height, at 1000mm apart (one set each of 6 strips). 5mm height is acheived through 6 applixcations of thermoplastic,applied at and interval not less than one hour after previous layer gets solidified. alternatively , made of m,astic asphalt or any equivalent material which would provide 15mm high. The finished surface to be level, uniformand free from streaks and holes . Material shall be free from all skins, dirt and foreign objects and shall complete with requirements as per table 800-9 of (MORTH specification) thermoplastic material when tested in accordance with ASTM D36/BS-3262-(Part 1) daylight luminance shall be AASHTO M 249 for while 45 o65% min. and for yellow 45%min., drying time not more than 15 min. , skin resistance not less than 45 as per BS-6044, material shall so no cracks on applications to concrete blocks at low tempreture, softening point 102.5o C plus minus 9.50C as per ASTM D36 and yellowness index for white thermoplastic paint not more than 0.12 as per AASHTO M 249. Container of the thermoplastic material shall be clearly and indelibly marked with name, trademark or other means of identification of manufacturer, batch no. , date of manufacturer , colour, maximum application tempreture and maximum safe heating tempreture. Glass beads shall meat the gradation requirement as per table 800-10 of MORTH specification . The glass beads shall have a minimum reflective index of 1.5 and 70% roundeness. The pavement tempreture shall not br less than 10o C during application of hot thermoplastic paint. The contractor shall furnish to the engineer a copy of certified test reports from the manufacturer of the thermoplastic material/glass beads showing results of all test specified in MORTH SPECIFICATION and shall certify that the material meet all requirements of specification. 6 Reflective raised pavement marker providing and Fixing of raised pavement marker (cat eye) type x-ASTMD -4956-04 avery dennision /3M (USA MAKE)having Moulded body of polycarbonate,ASA HIPS or ABS able to support a load of 13.635 MT tested in accordance with ASTMD 4280 type H and other requirements mentioned in MORT& H circular its reflective lens made of micro prismetic lens(capable of providing total internal reflection of light),electronically welded to the body the length , height and width of the body shall not exceed 130 mm, 20 mm and 105mm respectively, the area of each reflected surfaceshall not be less than 13 sqcm on each side stopping at the angle of 35+/-5 degree to the base to ensure maximum reflectively , it shall comply to specification of catagory AMORTH circular No. RW/NH/33023/10-97-DO III dt. 11.06.1997.lenses shall be moulded of methyl methecrylate confirming to ASTMD 788 or equvalent with 7 years warranty, (Sor 2018 Chapter 27 S no. 8 New Item Meerut ) 7 providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5% by weight of total mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and allignment, rolling with smooth wheeled vibratory and tandom rollers to achieve the desired compaction as per morth specification 2019 clause no 505 complete in all respect 8 Providing and laying bituminous concrete withhigher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects 9 Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50m as per technical specitication clause 302.3 10 Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing bymix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specificatin Clause 401. 11 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405) 12 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405) 13 Providing and applying tack coat with Bitumen VG-10 distributor at the rate of 0.30 kg per sqm on the prepared granular /Bituminus surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. 14 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 penetration 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 Type as per Technical Specification Clause 508) 15 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510. 16 Construction of Subgrade and earthen shoulders with apporved material obtained from borrow pits with all ifts and leads transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2as per Tecnical Specification Clause 303.1
Contract Date: May 09, 2025 Contract Value : ₹ 37.93 Lakh
Government Departments No of Bidders 2
Uttar Pradesh View Result →
38.
Housing Urban and Rular Development #7154968 AOC
Tender For Road Safety Work Of Usihat Qadarchowk Road (Odr) On16 T-Junctions Under Shekhupur Vidhansabhain District Badaun. - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67- 2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting type- IV 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to the ground by means of properly dsignd foundation with M-15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. the retro reflective sheeting shall be tested for three year out door weathering test in Indian condition as per IRC 67-2012 and proof of the same in form of Govt. report shal be uploaded while quoting tender. (i- 90 cm equilateral triangle with diffinitation plate size (20cm.x60 cm.) . 2 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67- 2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting type- IV 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to the ground by means of properly dsignd foundation with M-15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. the retro reflective sheeting shall be tested for three year out door weathering test in Indian condition as per IRC 67-2012 and proof of the same in form of Govt. report shal be uploaded while quoting tender. (iii- 60 cm circular with diffinitation plate size (20cm.x60 cm.) . 3 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67- 2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting type- IV 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to the ground by means of properly dsignd foundation with M-15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. the retro reflective sheeting shall be tested for three year out door weathering test in Indian condition as per IRC 67-2012 and proof of the same in form of Govt. report shal be uploaded while quoting tender. (Vii- 90cm. High Octagon) . 4 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectiorising glass beads@ 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35 2015. The finished surface to be level, uniformand free from streaks and holes including cost of all types of material, labour, T&P etc. required for proper completion of the work as per MORT & H specifications (2001) No. 803 Complete. 5 Road marking with hot applied thermoplastic compound with reflectorising glass beads on bituminous surface. (5mm thick in yellow colour). Transverse bar marking with stricter compliance as per IRC: 99-2018 providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectiorising glass beads@ 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35 2015. up todate (thermoplastic marking of 300mm wide and 15mm height, at 1000mm apart (one set each of 6 strips). 5mm height is acheived through 6 applixcations of thermoplastic,applied at and interval not less than one hour after previous layer gets solidified. alternatively , made of m,astic asphalt or any equivalent material which would provide 15mm high. The finished surface to be level, uniformand free from streaks and holes . Material shall be free from all skins, dirt and foreign objects and shall complete with requirements as per table 800-9 of (MORTH specification) thermoplastic material when tested in accordance with ASTM D36/BS-3262-(Part 1) daylight luminance shall be AASHTO M 249 for while 45 o65% min. and for yellow 45%min., drying time not more than 15 min. , skin resistance not less than 45 as per BS-6044, material shall so no cracks on applications to concrete blocks at low tempreture, softening point 102.5o C plus minus 9.50C as per ASTM D36 and yellowness index for white thermoplastic paint not more than 0.12 as per AASHTO M 249. Container of the thermoplastic material shall be clearly and indelibly marked with name, trademark or other means of identification of manufacturer, batch no. , date of manufacturer , colour, maximum application tempreture and maximum safe heating tempreture. Glass beads shall meat the gradation requirement as per table 800-10 of MORTH specification . The glass beads shall have a minimum reflective index of 1.5 and 70% roundeness. The pavement tempreture shall not br less than 10o C during application of hot thermoplastic paint. The contractor shall furnish to the engineer a copy of certified test reports from the manufacturer of the thermoplastic material/glass beads showing results of all test specified in MORTH SPECIFICATION and shall certify that the material meet all requirements of specification. 6 Reflective raised pavement marker providing and Fixing of raised pavement marker (cat eye) type x-ASTMD -4956-04 avery dennision /3M (USA MAKE)having Moulded body of polycarbonate,ASA HIPS or ABS able to support a load of 13.635 MT tested in accordance with ASTMD 4280 type H and other requirements mentioned in MORT& H circular its reflective lens made of micro prismetic lens(capable of providing total internal reflection of light),electronically welded to the body the length , height and width of the body shall not exceed 130 mm, 20 mm and 105mm respectively, the area of each reflected surfaceshall not be less than 13 sqcm on each side stopping at the angle of 35+/-5 degree to the base to ensure maximum reflectively , it shall comply to specification of catagory AMORTH circular No. RW/NH/33023/10-97-DO III dt. 11.06.1997.lenses shall be moulded of methyl methecrylate confirming to ASTMD 788 or equvalent with 7 years warranty, (Sor 2018 Chapter 27 S no. 8 New Item Meerut ) 7 providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5% by weight of total mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and allignment, rolling with smooth wheeled vibratory and tandom rollers to achieve the desired compaction as per morth specification 2019 clause no 505 complete in all respect 8 Providing and laying bituminous concrete withhigher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects 9 Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50m as per technical specitication clause 302.3 10 Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing bymix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specificatin Clause 401. 11 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405) 12 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405) 13 Providing and applying tack coat with Bitumen VG-10 distributor at the rate of 0.30 kg per sqm on the prepared granular /Bituminus surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. 14 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 penetration 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 Type as per Technical Specification Clause 508) 15 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510. 16 Construction of Subgrade and earthen shoulders with apporved material obtained from borrow pits with all ifts and leads transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2as per Tecnical Specification Clause 303.1
Contract Date: Mar 26, 2025 Contract Value : ₹ 28.54 Lakh
Government Departments No of Bidders 2
Uttar Pradesh View Result →
39.
Defence #6886994 AOC
Provision Of Stfe Manufacturing Facility In Drdo Land Near Batl Complex At Thiruvananthapuram; SUBHEAD-I :Dismanteling Works , Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) , Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. , Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 10km initial lead, for all leads including all lifts involved. , Credit for Reinforcement steel obtained form above items , SUBHEAD-II :EARTH WORK & EXCAVATION : , 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. including pumping out water as required or liquid mud, , All kinds of Soils , 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-in-charge. . including pumping out water as required or liquid mud, , All kinds of Soils , Excavating, supplying 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 trenches, plinth, sides of foundation etc. complete. , Supply,Laying, spreading and compacting stone aggregate of specified sizes to Rubble solling specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . , SUBHEAD-III :ANTI TERMITE TREATMENT : , Supplying chemical emulsion in sealed containers including delivery as specified. , Chlorpyriphos/ Lindane emulsifiable concentrate of 20% , Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : a) Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc.:With Chlorpyriphos/ Lindane E.C. 15% with 1% concentration. , Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 15% with 1% concentration. , SUBHEAD-IV:PLAIN & REINFORCED CEMENT CONCRETE : , 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 : 8 graded stone aggregate 40 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, anchor blocks, plain window sills, fillets, sunken floor,etc., up to floor five level, excluding the cost of centering, shuttering and finishing: , 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. , Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without 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 with minimum cement content of 330 kg /cum , All works upto plinth level , All works above plinth level upto floor v level , Concrete of M25 grade with minimum cement content of 330 kg /cum , All works above plinth level upto floor v level , Add/ Deduct for using extra/ less cement in the items of design mix over and above the specified cement content therein. , Boring, 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). 450 mm dia piles , Supplying, fabricating and fixing in position reinforcement bars at all levels and positions including the cost of steel, straightening, cutting, bending, binding and placing in position etc., as per drawings and specifications including the cost of binding wire, labour etc., all complete for reinforced concrete. , Thermo-Mechanically Treated bars (Fe 500 Grade or More) at all levels , Centering and shuttering including strutting, propping etc. and removal of form for : , Foundations, footings, bases of columns, etc. for mass concrete , Lintels, beams, plinth beams, girders, bressumers and cantilevers , Columns, Pillars, Piers, Abutments, Posts and Struts , Weather shade, Chajjas, corbels etc., including edges , Suspended floors, roofs, landings, balconies and access platform , Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. , Stairs, (excluding landings) except spiral-staircases , Extra for additional height in centering, shuttering where ever 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) , Vertical load testing of piles in accordingwith IS 2911(Part IV) including installation of loading plateform and Preparation of pile head or construction of test cap and dismantling of test cap arter test etc., complete as per specification & the direction of Engineer-in-charge Single pile upto 50 tonne safe capacity Routine test , SUBHEAD-V : STONE & BRICK MASONRY : , Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with, Cement mortar 1:6 (1 cement : 6 coarse sand). , Providing and laying autoclaved aerated cement blocks masonry with 150mm/200mm/230/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). , Providing and laying autoclaved aerated cement blocks masonry with 100 mm thick AAC blocks in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand ). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. , SUBHEAD-VI :PLASTERING & SURFACE TREATMENT : , Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : , Flush/ Ruled Pointing , 6 mm cement plaster of mix cement mortar 1:3 (1 Cement : 3 fine sand). , 12 mm cement plaster finished with a floating coat of neat cement of mix 1:4 (1 cement: 4 fine sand). , 15 mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1 cement: 6 fine sand). , 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). , Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. , Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof. , Providing and fixing 22 gauge chicken mesh wire at the junction of RCC and brick work with overlapping of 100mm on both sides, etc., complete. , White washing with lime to give an even shade: New work (three or more coats) , 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. , Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour (Two or more coats on new work) complete, as per manufacturer’s specification. , Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm , Applying priming coat , With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) , With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works. , Painting with synthetic enamel paint of approved brand and manufacture to give an even shade, Two or more coats on new work , French spirit polishing : Two or more coats on new works including a coat of wood filler. , SUBHEAD-VII :FLOORING : , Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). , Deduct for using of M-20 grade concrete instead of M-25 grade concrete in C.C. pavement. , Making provision for contraction, expansion, construction and longitudinal joints (size 5x20mm) by groove cutting machine. , Providing and filling in position at expansion joints(size 5x20mm) with poly sulphate sealants of approved brand. , Supply and application of SealArm Tape TPE with adhesive ReArm Bond 4031 for 25mm width expansion joint. Work includes Insert backer rod same or higher dia into the joint and Apply of epoxy adhesiveReArm Bond 4031 first on the flanges of the joint followed by laying tape and press it on the adhesive. Again apply second layer of ReArm Bond 4031 on the tape (sandwiching the tape with adhesive both on top and bottom). Work including surface preparation all incl etc, not incl of joint protection works. Supply and apply of polyurethane sealant to expansion joint. work includes Insert backer rod of same or higher dia into the joint and apply polyurethane sealant - SealArm PU. Ensure that depth of sealant filling is atleast 1/2 of the width of joint as minimum criteria. , Providing and placing the 2.0mm thick and 300mm width aluminium plate as a protection for the tape. , Supplying & Fixing in position of pre-moulded, high performance joint filler board of 25mm thickness in expansion joints in Concrete, brick work, block work or isolation joints and should be rot free and with no bitumen content (ShaliTex Expansion Joint Filler Board of M/s Shalimar Tar Products or equivalent) , 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc., complete. , Providing cement skirting in CM (1:3) 18mm thick finished with a floating coat of neat cementetc., complete. , Supplying and applying Epoxy Flooring System as per the following Specification: Surface Preparation:- Providing and cleaning all floor area to make it free from dirt, dust and other contaminants, making grooves etc .as per manufacturers specification. Priming:- FloArm Primer 1260is a two-component solvent free, low viscous epoxy resin primer for both horizontal & vertical applications. It may also be used for producing leveling and scratch coats for surface preparation prior to final flooring. Epoxy Screed- FloArm ESF 2-M consists of graded aggregates bound is a epoxy resin binder. It is supplied as a 3component system, pre-weighed for on-site mixing. When laid it provides a smooth surface. FloArm ESF 2 M is designed for use in industrial environments where high abrasion and impact loads are likely. It provides a dense, impervious, coloured and chemically resistant floor surface which is hygienic and easy to clean. The designated floor area shall be surfaced FloArm ESF-2 a Heavy duty, trowel applied flowable 2-3 mm thick epoxy resin floor topping. The topping shall achieve a compressive strength of >50N/mm² and a flexural strength of >20 N/mm² at 7 days. , Epoxy Top Coat- FloArm SL-2 M consists of graded aggregates bound in a pigmented epoxy resin binder. It is supplied as a four component system, pre-weighed for on-site mixing. When laid it provides a smooth, light reflective surface. It is available in a range of standard colours. FloArm SL-2 Mis designed for use in industrial environments where high abrasion and impact loads are likely. It provides a dense, impervious, coloured and chemically resistant floor surface which is hygienic and easy to clean. The designated floor area shall be surfaced FloArm FloArm SL-2 M a Heavy duty, trowel applied flowable 2 mm thick epoxy resin floor topping. The topping shall achieve a compressive strength of >50N/mm² and a flexural strength of >25 N/mm² at 7 days. Make of Epoxy Flooring :- MYK or as Approved by Chief Construction Engineer (R&D)South. , Anti Static Flooring Surface preparation:- Providing and cleaning all floor surface including wall up to required height to make it free from dirt, dust, loose particles, wax, polish, efflorescence, laitance, curing compound and other contaminants by using wire brush, grinding all sharp edges to make it flush with the surface etc and complete as per manufacturers specification. , Priming:- Prepared substrates to be treated with FloArm SL Conductive system should be primed with FloArm Primer EP. FloArm Primer EP should be mixed in the proportions supplied by adding the entire contents of hardener can to the base can. Once mixed the FloArm Primer EP, should be immediately applied in a thin, continuous filmusing stiff brushes or rollers. Over application and puddles should be avoided. Porous floors may require two coats of FloArm Primer EP. FloArm Primer EP should be allowed to become tack free (over night Air dry) prior to application of Copper tape and subsequent FloArm SL Conductive Undercoat. Copper tape Fixing: - Make a suitable pattern to lay the copper strips of Copper band in a 5/5 m grid. , Screed:FloArm Cempo4 is a three part; epoxy modified cementitious, fine textured mortar for self-smoothing floors creeds in thinlayers of 4mm , Applying undercoat: The mixed undercoat shall be applied with a roller or brush on the primer at a material consumption rate of 6m²/kg for FloArm SL Conductive under coat. Care shouldbe taken to avoid over application or puddles. Theundercoat provides a Conductive system passagetoearth so correct application and strict adherence tocoverage rates are critical to the final electrical propertiesof the completed floor. Adequate ventilation and air movement are necessary for complete curing of undercoat. Thorough covering of earthing connections isessential. The Resistivity of the undercoat needs to bemeasured before applying the top coat (after overnight Air Dry). the surface resistance (FloArm SL Conductiveundercoat) should be: approx. 3x103- 9 x103 Ohm , Applying Topcoat: When mixed, FloArm SL Conductive Topcoat should bepoured immediately on to the surface and spread @2mmwith a steel trowel or a float. Immediately after applicationthe surface should be firmly rolled in perpendicular directions with a nylon spiked roller to help release anyentrapped air in the material and help to spread any slight trowel marks. Make of Anti Static Flooring :-MYK or as Approved by Chief Construction Engineer (R&D)South. , Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick. , Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. , Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. Size of Tile 600 x 600 mm , Providing and laying Ceramic glazed floor tiles of size 300x300 mm(thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @3.3kg/sqm including pointing the joints with white cement and matching pigments etc., complete. , Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approvedmake, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. , 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 architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (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 all colour and texture except Black, Cherry/Ruby Red , SUBHEAD-VIII :STEEL & WOOD WORKS : , Structural steel work riveted, bolted or welded 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 , 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 openings /wooden frames with rawl plugs screws etc. , Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including MS pressed blet hinges 2.50mm thick with morter guards, lock strike plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: , Profile B, fixing with adjustable lugs with split end tail to each jamb , Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: , 35 mm thick , Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. , Providing and fixing to existing door frames, 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. , Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). , Providing and fixing the following hardware fittings of approved make: , 200mm long SS Tower Bolts , SS Aldrop 300mm long , Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. , 125mm long , Providing and fixing aluminium hanging floor door stopper (Single rubber stopper), ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. , Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. , Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. , Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm). , Providing and fixing Powder coated aluminium (minimum thickness of powder coating 50 micron)work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws.(Glazing, paneling and dash fasteners to be paid for separately) : , For sliding windows & ventilators including the cost in-built roller track, uPVC extruded interlocks, EPDM rubber,wool pile, zinc alloy ( powder coated) touch locks with hook, zinc alloy body with single nylon rollers (required weight bearing capacity ),neoprene gasket, G.I fasteners riquired size for fixing frame to finished wall and necessary stainless steel screws etc all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazingand paneling to be paid for separately, Only weight of aluminium sections to be measured for payment). , Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : , For fixed portion , Powder coated aluminium (minimum thickness of powder coating 50 micron) , For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) , Powder coated aluminium (minimum thickness of powder coating 50 micron) , Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): , With float glass panes of 5 mm thickness (weight not less than 12.50 kg/ sqm) , Providing and fixing Motorised Sliding Door of size 6 x 8 mCE Certified As Per European Standard BS EN 13241-1:2003+A1:2011 Single Side 0.50 mm thick GI Cladding Sheet Both Side Automation System : Bottom Drive Inbuilt wicket door with, locking arrangement & auto sensor - (w)1000 x (h)2100 mm Enamel Paint including all necessary fittings,hardwares etc complete as directed engineer in charge. , Providing and fixing Motorised Sliding Door CE Certified As Per European Standard BS EN 13241-1:2003+A1:2011 Single Side 0.50 mm thick GI Cladding Sheet Both Side Automation System : Bottom Drive Enamel Paint including all necessary fittings, hardwares etc complete as directed engineer in charge. , D1 ( 3.5 x 2.1) , D2 (2.5 x 2.1) , Providing and fixing Motorised GI Rolling Shutter CE Certified As Per European Standard EN 13241-1:2003+A1:2011 GI Slat Box Type Guide Powder Coated Motorised System : Indirect Drive With Std. Control Push Button - 1 No. Hood Cover - R/Meter including all necessary fittings,hardwares etccomplete as directed engineer in charge. , RS1 (4 x 3) , RS2 (3 x 3) , 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 with brackets, 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 , Providing and fixing ball bearing for rolling shutters , STRUCTURAL STEEL : , Analysis, Design, Engineering, Preparation of Detailed Drawings, MAnufacturing, Fabrication, Supply, Loading,Transporting to SIte, Unloading, Erection of Steel PEB(Pre-Engineered Building)System, Consisting ofMS Platesof 345MPayield strength and Coating Thickness of 275gsm forcolumns, jack trusses, crane beams, Platforms, canopies, lattice girders, rafter , sub rafters ,at all elevations, levels and heights including aligning, leveling, providing and fixing bolts, nuts, washers, comprising MS angles, chann`els, joists, rails, tees, plates, rounds, squares,etc., of various sizes and other structural steel sections conforming to latest IS CODE including straightening, cutting, welding, bending to shape, bolting,and inclusive ofGrit / sand blasting and applying two coats ofSynthetic Enamel paint over one coats of approved Zinc Chromate primer . , The rate to include the cost of all materials, labours, tools, tackles, cranes, devices and plants, bolts, nuts, washers, clamps, welding electrodes and connection required for work, shims and packing pieces, any cutting, fabrication work required on electrically operated machines in the work shop including transportation to site and erection as per specifications and drawing complete. , a) For trusses , Rafters, gable frame ,lattice girders, Jack Beam, Crane beams, Columns.etc at all heights. , Supplying, fabricating, hoisting and erecting in position Purlins , cladding runners, girts of minium 345mpa yeild strength at all elevations, levels and heights including aligning, leveling, providing and fixing bolts, nuts, washers, comprising MS angles, channels, joists, rails, tees, plates, rounds, squares etc.,of various sizesincluding straightening, cutting, welding, bending to shape, bolting,Acid Pickling / GALVANISING of minium 120gsm &inclusive of following finishes. structural Grit blasting and applying two coats ofSynthetic Enamel paint over one coat of Zinc Chromate primerofapproved make and colouras per specifications and drawing complete. , Providing and fixing in position GI High Strength Foundation Bolts of approved make ofwith nuts of various diameters and lengths confirming with IS 4000-1992, Class 8.8 Type I for joining of various Structural components like Column, Rafters, Jack Beams,etc., including work at all levels and locations complete all as shown in the drawing , Roof Sheeting TOP SHEET : Supply of 360-degree FORTISS™ 470 standing seam panels shall be 470mm effective cover width, 73mm rib height, with strengthening rib/ flute in the pan for strength. The end lap shall be seamed with 360 degree seeming using Seamer machine. The sheeting material shall be 0.50 mm Base Metal Thickness (BMT), (0.55mm TCT, 0.58mm TPT). The steel sheet is having high tensile strength G300 (Fy=300Mpa), metallic coated with Zinc-Aluminium alloy (i.e. 55% Al, 43.4% Zinc, 1.6% Si - Zincalume), AZ150 (min 150 g/m2 total on both side), pre-painted with NextGen COLORBOND® XRW. The sheet conforms to general requirement of AS/NZS 2728 type 4 / IS 15965 class 3 durability of Tata BlueScope Steel make. The sheet shall be IGBC Green pro, Griha, EPD certified and steel sheet shall have brand marking of coated steel manufacturer (product details, date, mfg. name, etc.) on back side at regular interval confirming genuinity of the material. , ROOF INSULATION: Insulation shall be 50mm thick, density 48kg/m3 Rockwool with or without facing as per design requirement complying with IS8183 BS - 3958 Part-5. ASTM C592-80, as approved by engineer in-charge shall be laid uniformed over Purlin. SUB GIRTS: LYSAGHT ZED-plus™ purlins and Girts 1.5mm thick high strength galvanized steel with min 345 MPa yield strength, zinc coating of Z275 (275 g/m2 minimum coating mass) confirms to IS 277 / IS 15961 pre-punched to the required dimensions, suitable for roof and wall cladding support and portal framing up to a certain span. The design of cold formed ZED-plus purlins sections shall be subject to the requirement of IS 801 / AISI 1996, cold formed steel structures code. LINER - Bottom Sheet : Pre-painted Zincalume trapezoidal sheets shall be made of 0.45mm BMT (0.50mm TCT, 0.53mm TPT), G550 (min 550 yield strength), 1015mm effective cover width with five major corrugation, 28mm high rib spaced at 203mm c/c with subtle square fluting in the pan and the end rib shall have anti-capillary groove and return leg of Lysaght Trimdek. Color : COLORBOND XRW Standard or as Approved by Chief Construction Engineer (R&D)South. Make of Sheeting :-Tata Blue Scope or as Approved by Chief Construction Engineer (R&D)South. , Wall Panelling OUTER SHEET : Pre-painted Zincalume trapezoidal sheets shall be made of 0.45mm BMT (0.50mm TCT, 0.53mm TPT), G550 (min 550 yield strength), 1015mm effective cover width with five major corrugation, 28mm high rib spaced at 203mm c/c with subtle square fluting in the pan and the end rib shall have anti-capillary groove and return leg of Lysaght Trimdek. Steel should be metallic coated with Zinc-Aluminium alloy (i.e., 55% Al, 43.4% Zinc, 1.6% Si - Zincalume), AZ150 (min 150 g/m2 total on both side), pre-painted with NextGen COLORBOND® XRW. The sheet conforms to general requirement of AS/NZS 2728 type 4 / IS 15965 class 3 durability of Tata BlueScope Steel make. The sheet shall be IGBC Green pro, Griha, EPD certified and steel sheet shall have brand marking of coated steel manufacturer (product details, date, mfg. name, etc.) on back side at regular interval confirming genuinity of the material. , Wall INSULATION: Insulation shall be 50mm thick, density 48kg/m3 Rockwool with or without facing as per design requirement complying with IS8183 BS - 3958 Part-5. ASTM C592-80, as approved by engineer in-charge shall be laid uniformed over Purlin. SUB GIRTS: LYSAGHT ZED-plus™ purlins and Girts 1.5mm thick high strength galvanized steel with min 345 MPa yield strength, zinc coating of Z275 (275 g/m2 minimum coating mass) confirms to IS 277 / IS 15961 pre-punched to the required dimensions, suitable for roof and wall cladding support and portal framing up to a certain span. The design of cold formed ZED-plus purlins sections shall be subject to the requirement of IS 801 / AISI 1996, cold formed steel structures code. LINER - INNER Sheet : Pre-painted Zincalume trapezoidal sheets shall be made of 0.45mm BMT (0.50mm TCT, 0.53mm TPT), G550 (min 550 yield strength), 1015mm effective cover width with five major corrugation, 28mm high rib spaced at 203mm c/c with subtle square fluting in the pan and the end rib shall have anti-capillary groove and return leg of Lysaght Trimdek. Color : COLORBOND XRW Standard or as Approved by Chief Construction Engineer (R&D)South. Make of Wall Panelling :-Tata Blue Scope or as Approved by Chief Construction Engineer (R&D)South. , Providing and fixing tiled false ceiling of approved materials of size 595x595 mm in true horizontal level, suspended on interlocking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross T of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main T at 600 mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. , Main T runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanized butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. , 8 mm thick fully perforated calcium silicate board made with Calcareous & Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process to give stable crystalline structure with minimum compressive strength 225 kg/ sq. cm, bending strength 100 kg/sq. cm , of size 595x595 mm, having perforation of dia. 10 mm with minimum perforated area 18 % with non woven tissue on the back side, having an NRC (Noise Reduction Coefficient) of 0.85, with 50 mm thick rockwool of 48 kg /cum backing. , Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, , shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturers specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : , 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) : 2011 (Board with BIS certification marks) , 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-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). , SUBHEAD- IX : MISCELLANEOUS: , Providing and laying integral cement based 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 by 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 25mm 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 compound conforming to IS : 2645 and approved 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 surface with trowel with neat cement slurry and making pattern of 300x300mm square 3 mm deep. , e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.All above operations to be done in order and as directed and specified by the Engineer-in-Charge, with average thickness of 120 mm and minimum thickness at khurra as 65 mm. , 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. , Single socketed pipes of 110mm diameter , Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for 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. , 110mm Bend 87.5° , 110mm Shoe (Plain) , Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. , 110mm , Providing and fixing Duraborad HD100(Formely Known as Capcell HD100/Silflex) The most Compressible Filler boad for expansion joint with Density of 100kg/cum.in 100mm Thickness , SUBHEAD-X : SANITARY SERVICES: , Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : , White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. , Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : , W.C. pan with ISI marked white solid plastic seat and lid. , Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc., including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge. , Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan. , Providing and fixing white vitreous china flat back urinal basin of 430x260x350 mm size. , Providing and fixing C.P 15 mm Urinal spreader size 95x69x100 mm with 1/2 BSP thread and shapes, weighing not less than 60 gms. , Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required : , White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar taps. , Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. , Providing and fixing toilet paper holder, C.P. Brass. , Supply and fixing of 15 mm CP Health faucet Cum bib tap with 1.25 mts long tube with end nuts and hook and 1 no 15 mm CP brass angular stop cock with wall flange, Hook to be fixed with CP brass with suitable counter sunk screws, all of approved make etc., complete. , 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 to edges to give high gloss finish etc. complete at all levels. , Granite of any colour and shade. , 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 Engineer-in-Charge. , Granite Work , Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/Granite/stone work, including necessary holes for pillar taps etc., including moulding, rubbing and polishing of cut edges etc. complete. , Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth. , Granite Stone of approved shade , Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. , 32mmdia Flexible pipe , Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. , Providing and fixing CP towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. , Providing, fixing, testing and commissioning of 75 mm pipe diameter uPVC SWR Type B pipe comforming to IS : 13592, including jointing with seal ring conforming to IS : 5382 for vertical pipe & Selfit uPVC Adhesive solvent joint inside in the toilet, including all fittings such as bends, junctions, inspection doors, offests, cowl, clean out, access pieces/plugs etc. complete the job. The rate shall be including all the engineered support at every one Meter (support, hanger, nuts/ bolts, anchor fasteners, fixing clamp/channels with U-bolts, etc) as per detail technical specification etc. complete the job. , 100mm dia upvc/ SWR Single socket , 75mm dia UPVC/SWR Single socket , Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete for UPVC SWG Pipes conform to is 13592-1992. , 100mm dia UPVC/SWR Single socket , 75mm dia UPVC/SWR Single socket , Providing and fixing PVC door bends as per IS - 13592-1992 single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. , 100x100x100 mm , 75x75x75 mm , Providing and fixing terminal guard, Sand cast iron S&S as per IS - 3989. , 100mm dia. , 75mm dia. , Providing and fixing M.S. stays and clamps for pvc pipes of diameter. , 100mm , 75mm , Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors, Sand cast iron S&S as per IS: 3989. , 100 mm inlet and 100 mm outlet , Cutting chases in brick masonry walls for following diameter sand cast iron/ centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm nominal size), including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 coarse sand) : , 100mm dia. , 75 mm dia , Supply and fixing in position best quality and approved make CP brass coat hooks with flanges fixed to wall/door shutters with necessary screws washers etc., complete. , SUBHEAD-XI :WATER SUPPLY SERVICES: , Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. - External Work. , 25 mm dia nominal bore , 32 mm dia nominal bore , 40 mm dia nominal bore , Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc., , 15 mm dia nominal bore , 20 mm dia nominal bore , Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : , 25 mm dia nominal bore , 32 mm dia nominal bore , 40 mm dia nominal bore , 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. , Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : , 25 mm nominal bore , Providing and fixing CP brass bib cock of approved quality : , 15 mm nominal bore , Providing and fixing CP brass stop cock of approved quality : , 15 mm nominal bore , Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931. , 15 mm nominal bore , Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. , SUBHEAD-XII : INTERNAL ELECTRIFICATION : , Point Wiring for Light/ Fan/ exhaust fan with 2 runs of 1100V grade 1.5 Sq.mm & 1 run of1.5 Sq.mm PVC insulated multistrand , FRLS , Copper conductorwires , run in and including 25mm dia heavy gauge PVC conduits concealed in wall / ceiling conforming to IS732 including all accessories such as junction boxes, conduit bends elbowsand anodised GI Switch box with modular switch and the box coveredwith front plate including connections to Earth terminal. , One Light point controlled by one 6 Aswitch. , Two Light point controlled by one 6 Aswitch. , Three Light point controlled by one 6 Aswitch. , Four Light point controlled by one 6 Aswitch. , Ceiling fan point controlled by one 6 A switchand electronic fan regulatorof 100 W step typewith concealed MS fan hook box. , Exhaust fanpoint controlled by one 6 A switch. , Point Wiring for Light/ Fan/ exhaust fan with 2 runs of 1100V grade 1.5 Sq.mm & 1 run of1.5 Sq.mm PVC insulated multistrand , FRLS , Copper conductorwires , run in and including 25mm dia, 14SWG black enameledMS conduits surface / concealed in wall / ceiling conforming to IS732 including all accessories such as junction boxes, conduit bends elbowsand anodised GI Switch box with modular switch and the box coveredwith stainless steel front plate including connections to Earth terminal. , One Light point controlled by one 6 Aswitch. , Two Light point controlled by one 6 Aswitch. , Three Light point controlled by one 6 Aswitch. , Four Light point controlled by one 6 Aswitch. , Point Wiring for Light/ Fan/ exhaust fan with 2 runs of 1100V grade 2.5 Sq.mm & 1 run of2.5 Sq.mm PVC insulated multistrand , FRLS , Copper conductorwires , run in and including 25mm dia , 14 SWG black enameledMS conduits surface / concealed in wall / ceiling conforming to IS732 including all accessories such as junction boxes, conduit bends elbows etc including connections to Earth terminal. , One Light point controlled by one 6A SP MCB , Two Light point controlled by one 6A SP MCB , Three Light point controlled by one 6 ASP MCB . , Four Light point controlled by one 6 ASP MCB , Point Wiring for Light/ Fan/ exhaust fan with2runs of 1100V grade 1.5 Sq.mm & 1 run of1.5 Sq.mm FRLS insulated multistranded Copper wires, run in & including 25mm dia, 14 SWGMS conduitssurface / concealed in Slab/ wall after necessary chase cutting with finishing/surface in wall / ceiling conforming to IS 732 including all accessories such as junction boxes, conduit bends, elbows and ceiling rose, anodised GI Switch box withmodular switch and the box coveredwith front plate and alsoincluding connections to Earth terminal. , One Light point controlled by one 6A Switch , Two Lights point controlled by one 6A switch. , Three Lights point controlled by one 6A switch. , Four Lights point controlled by one 6A switch. , Supply and laying of 25mm dia, 16 SWG black enamelled M.S. conduit concealed in wall/ ceiling/ floor including all accessories such as junction boxes, conduit bends, etc., complete as required for Telephone etc., , Supply and laying of 32mm dia, 16 SWG black enamelled M.S. conduit concealed in wall/ ceiling/ floor including all accessories such as junction boxes, conduit bends, etc., complete as required for Telephone etc., , Supply and fixing of 6A, 3Pin Socket outlet with 6Aswitch in Lighting switch boards. (Dependant). , Supply and fixing of 6A, 3Pin Socket outlet with switch of 6A ratingwith wiring of 2 Runs of 2.5 Sqmm and1 Run of 2.5 Sqmm FRLS, PVC insulatedmultistranded Copper conductorwires run inand including 25 mm Dia, 2 mm thick PVC conduit. (Independant). , Supplying and fixing suitable size GI box with modular Stainless Steelplate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. (For light plugs to be used in Clean Room). , Supply and Wiring with the following size 1100V grade PVC insulated multistrandFRLSCopper conductor wires inand including suitable size heavy gauge PVC conduit concealed in wall / Ceiling including all accessories suchas junction boxes, bends, elbows including end terminated with suitable lugs. , 2 runs of 2.5 Sq.mm wires with 1run of 2.5 Sq.mm wire in and including25 mm Dia PVC Conduit (For Lighting Circuit) , 4 runs of 6 Sq.mm wires with 2 runS of 6 Sq.mm wiresin and including32 mm Dia PVC Conduit (For Lighting Sub Mains) , Supply and Commissioning of thefollowing type Fluorescent/ Compact fluorescentlight fixtures on wall/ Ceiling including all fixing accesssories such as leads, etc complete as required. The Fluorescent/CFL fixtures shall be complete with Low loss copper ballast PF improvement capacitor, Bipin Rotor type lamp holder,starter, starter base, all prewired upto the terminal block. All fixtures shall besupplied with lamps. The Catalogue Numbers refers to Philips Make. , 36 W Surface mounted LED 4 Feet LengthLuminaire , (Philips : BN308C LED40S-6500 L120 PSU WH/or Equivalent as per approved makes) , 1 x12 WSurface MountedLED Luminaire , (PhilipsCat No : SM250C LED 12S-6500PSU WH or Equivalent as per approved makes) , 40 WRecessMountedLEDLight Fixture , (PhilipsCat No :RC 380 B LED 40S-6500 G4L60W60 PSU OD/Equivalent as per approved makes) , 20W Recess mounted DownLight Fixture , (PhilipsCat No DN296B LED20S-6500 PSU WH S2/Equivalent as per approved makes) , 36W Surfacemounted SquareLight Fixture , (PhilipsCat No SM36S -6500 G6L54W54PSU OD/Equivalent as per approved makes) , 40 W Bulk Head Light Fixture Indoor , (PhilipsCat No WT 202W LED 10S CW PSU S3 PC/Equivalent as per approved makes) , 210WLED High Bay Light Fixture , (PhilipsCat No BY616P LED200S 5700 WB PSU GR/Equivalent as per approved makes) , 104WLED High Bay Light Fixture , (PhilipsCat No BY225P LED104S CW SYWB PSU FG GR V2/Equivalent as per approved makes) , 36WLED2 X 2 Top openable cleanroom Light Fixtures , (PhilipsCat No CR652B LED36S-6500 PSU CA BO W30L120 WH /Equivalent as per approved makes) , Supply and Installation Testing and Commisioning of 1200 mmsweep single phase Ceilingfan including fixing accessories etc., complete.( BEE 5 star rated ceiling fan ) , Supply and Installation Testing and Commisioning of 600 mm dia sweep single phase wall mounted fan including fixing accessories etc., complete. , Supply and Installation Testing and Commisioning of 600 mm dia Air circulator single phase wall mounted with metal blades including fixing accessories etc., complete. , Supply and commissioningof305 mm sweep Exhaust fans with Metallic blades and MS gravity louversincluding all accessories / Installation materials required. , Installtionof Fluorescent/ Compact fluorescentlight fixtures on wall/ Ceiling including all fixing accesssories such as leads, etc complete as required. , Installation of 1200 mm sweepwhite colour Ceiling fan with standard down rod(600mm length down rod in false ceiling areas) andall accessoriesas required etc complete. , Installationof305 mm sweep Exhaust fans with Metallic blades and MS gravity louversincluding all accessories / Installation materials as required. , Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar,neutral bus bar, earth bar, din bar, interconnections, powderpainted including earthing etc. as required. (But without MCB/RCCB/Isolator) , 8 way (8 + 24), Double door , 4 way (8 + 12), Double door , Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuitbreaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. , 40A , Supplying and fixingof 6A to 32A rating 240/415V,10kA , C Curveminiature circuit breaker suitable for inductive load of following polesin the existing MCB DB complete with connections ,testing and commissioning etc complete. , Single Pole , Supplying and fixing following way, vertical type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar,neutral bus bar, earth bar, din bar, interconnections, powderpainted including earthing etc. as required. (But without MCB/RCCB/Isolator) , 8 way (4 + 24), Double door , Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, molded case circuitbreaker (MCCB), having a breaking capacity 25 KA in the existing MCB DB complete with connections, testing and commissioning etc. as required. , 160A 4P MCCB, 25 kA , Supplying and fixingof following rating 240/415V,10kA , C Curveminiature circuit breaker suitable for inductive load of following polesin the existing MCB DB complete with connections ,testing and commissioning etc complete. , 40A Three Pole MCB 10 kA , SUBHEAD-XIII : AIR CONDITION: , HVAC SYSTEM , All works should include Supply, Lifting, Shifting, Positioning, Installation, Testing, commissioning & handing over , All the equipments shall be five star rated only , All Techincal data sheet & drawing shall be submitted and get approved by department before supply , All equipment factory inspection shall be carried out by department , First prefers as per BOQ followed by Techincal specification , VARIABLE REFRIGERANT FLOW (VRF) / VARIABLE REFRIGERANT VOLUME (VRV) , Supply, Installation, Testing & Commissioning & Handing over of the following: , HIGH SIDE VRF/VRV EQUIPMENT , VRF/VRV HI BRID AIR-CONDITIONING EQUIPMENTS: (100% INVERTER TYPE ONLY TO BE QUOTED) - R410A Refrigerant , Supply, Lifting, Shifting, Positioning, Installation, Testing, commissioning & handing over of VRV/VRF air conditioning systemunit suitable for cooling and heatingmode having all hermetically sealed inverted type screw compressor with 5 Star and above Rating as per OEM comprising of Modular type high efficiency Twin Rotary MultipleCompressor with inverter, High efficiency heat transfer Cooling Coil suitable for Environment friendly R410a refrigerant,Air cooled propeller type condenser fan with DC motor drive,interconnecting piping, suction line insulation etc., Micro-processor control panel suitable for automatic operation,High speed calculation inverter control, active oil control mechanism incorporating all safety functions as per equipment specifications & other points as listed below: , The unit mounted starter panel shall be complete with IP-65 protection consisting of power disconnecting switches with fuses, soft starters, for compressor motors, under/over voltage trip, single phase preventers, communication card which can accept 4-20 mA or 2-10 Vdc analog signal. , All components shall be mounted on welded steel base frame, structural steel profiles/panels made out of galvanized sheet steel, protected with primary coat & finished with epoxy paint. , Modular type outdoor units equipped with highly efficient scroll compressors, withinvertertype compressor(s),special acryl precoated heat exchanger,low noise condenser fan,auto check function for connection error, auto address & UNIT Price shall be inclusive of outdoor stand price. Shifting & Installing of ODU as per shop drawing is part VRV vendor scope.(ODU Location & Capacity mentioned below). Shifting of Out door units from GF to repective location is part of VRF vendor scope . ODUs shall have service valve station for easy operations and monitoring of system , All VRV units should be compatible for third party BMS integration .necessary integrator should be consider in part HVAC VRF/VRV vendor scope (Bacnet over MSTP protocol to be considered for BMS compatibility requirement). Centralized controller shall be considered combined for all the VRF/VRV indoor and outdoor units and same to be located in a specific location as per client requirement. , Supply & providing of MS stand for VRF/VRV ODU along with proper supports-suitable for above configuration , Installation and pressure testing with nitrogen Gas, Vaccumising including all consumables for all system shall be part of scope of supply (Pre commissioning ) , First Filling, testing, commissioningincluding topping up of R410 A Refrigerant Gas. , Factory acceptance test to be conducted for all the units and cost of the same to be included , Testing tools and instruments of approved make and required quantity tobe maintained by Contractor , Contractor shall engage dedicated commissioning manager for project and shall coordinate for all testing activities and documentations , Central remote controller should be considered and provided along with VRF/VRV units , With all necessary accessories including vibration insolation i.e fixing etc complete. , Lifting, shifting and positioning of VRF/VRV System as per design location , Outdoor unit suibtable for both cooling & heatingmode having all hermetically sealed inverted typescroll compressor, minimum two compressors for above 14hP Modules, microprocessor based controller. , The unit shall be delived the rate capacity at AHRI conditions and work even at 50c ambient temperature with out tripping , The COP at AHRI conditions shall not be less than3.1 and IEER not less than 6.5.The motor shall be by IEE3 Rated , (*Note:The cost includes themaintenancegranttee includes 24months from the date ofCommissioning without any additional cost) MAKE: Daikin, Blue star, Voltas, Carrier, Trane. , Outdoor Unit (ODU) : Cooling Capacity : 218HP (OFFICE, LAB & QC LAB) , Outdoor Unit (ODU) : Cooling Capacity : 65HP (CLEAN ROOM) , Outdoor Unit (ODU) : Cooling Capacity : 220HP (WORK SHOP) , INDOOR UNITS , Indoor Unit (IDU):Coolingtype All the units should be supplied with thermostat control. The following Indoor unit capacities are required for each type of Room including heating & cooling mode. considered for Auto change over,failure status,overload sequencing etc. Along with proper supports-suitable for above configuration With all necessary accessories i.e fixing etc complete. , It should be suitable for BMS connectivity with necessary accessories. , 4-WAY CASSETTE UNIT , Four way Cassette 1.6TR , Four way Cassette 2.0TR , Four way Cassette 2.6TR , Four way Cassette 3.2TR , HI-WALL SPLIT UNIT , Hi-wall Unit 1.0TR , Hi-wall Unit 2.0TR , Supply, Lifting, Shifting, Positioning, Installation, Testing, commissioning & handing over of the following Inverter model with5 star capable Cool type split AC unit with high wall mounted Single Split indoor unit and outdoor condensing unit Hermetically sealed compressor suitable for operation on 230V, 50Hz, 1Phase AC supply capable of performing Heat, cool, dehumidifying, air circulating and filtering with cooling and condensing units with 3 mts of copper piping, insulation kit and 4 mts of 4 core copper flexible chord with cordless remote control etc., dual barrier coating in order to protect coil form oxidigation and with copper condenser only. , Hi-wall Unit 1.6TR5 star capable ofdelivering 19200 BTU/hr and above with operating on refrigerant R-32/ R-410A, COP not less than 4.5 , Hi-wall Unit 2.0TR5 star capable ofdelivering 24000 BTU/hr and above with operating on refrigerant R-32/ R-410A, COP not less than 4.5 , AIR HANDLING UNITS , Supply, Lifting, Shifting, Positioning, Installation, Testing, commissioning & handing over of following capacity floor mounted Thermal Break Double skin construction with internal and external sheets of 1.0 mm thickness with galavanizing of 120 gm/m2 ,Air handling unit made out of extruded aluminium structural frame work. Panels shall be made of 50 mm PUF injected panels having density 43 Kg/m3 in galvanised sheet casings having scratch free preplasticised coating on galvanised sheet on external side and plain GI inner sheet. The whole unit shall be mounted on spring isolators , i) The Air handling unit shallcomprise of fan section with Plug Fan/ Backward curvedfanwith limit load characteristics , spark proof fan. fan mounted on the scroll and not on the casing, coil section comprising of vrv/vrf water coil,stainless steel drain pan under coil section, Filter section comprising of prefilter 10 micron and 3 micron fine filters,mixing box along with RA and FAdampers etc. complete in all respect whether specifically speltor not but required to complete the system works. , The entireunitcasing shall be weather proof , made out of50 mm thk.43 Kg/ cum densitydouble skin PUF panels. The entire assembly of the unitshall be mounted on a rigid GSS base frame. Inner skinof the panel shall be 1 mm thickGSS plain and the outer skin shall be with 1 mm thk. Pre plasticized powder coated. The total unit along with VRV/VRF coils and hot water coil shall be AHRI certified. The face velocity of the coils shall not exceed 500 FPM . Theface velocity across the filters shall not exceed 500 FPM. , The coils and filters shall be full face of the unit. The fan and motor shall be mounted on a common base frame with cushy foots / spring isolator to avoid vibration transmission to the base of the unit. The motor shall be effiency 1 and with VFD compatable. , The fan shall be AMCA certified and motor shall be energy efficientEFF1. The fan out let velocity shall limit to 12 m/ sec. The fan access door shall have safetydoor interlock arrangement with motor. The unit shall be supplied withfire retardantdouble canvass connectionbetween the fan out let and supply air flange. , Variable frequency drives including harmonic filters and surge suppresors to be installed in independently with bypass starter panel and also differential pressure sensorwith cabling from the sensor located on the duct to the VFD for Air handling units of following capacity Motors including necessary fittings and fixing accessories etc., complete , The unit shall be supplied with an outletflange at the the supply air side along with opposed blade volume control damper. The damper casing and blades shall be made out of 16 G Aluminum. , The scope includes one set of commissioning filters along with the VFD & Starter panel with Bypass and control panels with MCB,MCCB. , The AHU unit shall outdoor type with all season weather proof protection , The noise level at all-round the unit shall limit to 60 dBA from 1 m distance to the unit. , The fan curves, coil selectionandtechnical data sheet shall be submittedby vendor for scrutiny. , The unit shall be included withAHU & VFD DRIVE STATER & CONTROL PANEL , The unit shall be included withAHU CONTROLL KITS WITH CORDED REMOTES , Unit shall be ultra violet lamp to kill germs/fungus , AHU1 - 30TR capacity , total air qty 12000 cfm, 65mm Static pressure with suitable High efficency motor, 24sqftarea of6 rowcoil(QC LAB). , Heater section should be with 8kW electric strip heater in 2 banks (QC LAB). , AHU2 - 52TR capacity , total air qty50000 cfm, 150mm Static pressure with suitable High efficency motor, 100sqftarea of6 rowcoil (ASSEMBLY HANGER). , Heater section should be with 12kW electric strip heater in 2 banks (ASSEMBLY HANGER). , AHU3 - 44TR capacity, total air qty 17600 cfm, 125mm Static pressure with suitable High efficency motor, 35.2sqftarea of6 row coil (WORKSHOP). , Supply and fixing of thyristor control Duct Heater Bank for humidity control 14kw capacity & necessary accessories to maintain RH (WORKSHOP). , Imported fittings like Y-Joints and headers etc as per the layout (additional supports should consider for both ends of the Y joint) With all necessary accessories i.e fixing etc complete. , CENTRAL CONTROLLER & REMOTE SYSTEM (FOR VRF UNITS) , Centarl controller integrating advanced I Touch screen display Controller type (System controller) for floor Indoor units with necessary software & spare parts. It shall be BMS compatible with BACNet over MSTP output to connect to the main IBMS system and showes real time data for both temperature Limitation and RH% in screen display. This Controllershall be stand-alone controller with features like visual navigation, graphical report, Multi-PC accessand have the capability to program for sequential operation of indoor units etc.,complete. , LOW SIDE VRV/VRF EQUIPMENT , REFRIGERANT PIPING , Interconnecting copper refrigerant pipe work duly insulated with elastomeric nitrile rubber typetubular insulation betweenindoor & outdoor units as per specifications . All piping inside the room shall be properly supported with hanger and all piping should be run in perforated cably tray.Cable tray qty specified seperately.. MS supports for refrigerant piping & cables, using angles, channels, Tees, flats, etc should be considered as part of scope.All MS supports shall be given a coat of red-oxide primer and two coats of synthetic enamel paint of approved colour. Class O insulation to be considered for the piping insulation. Cu.pipes shall be supported with PVC sleeves with clamps around and all wall/partition crossings shall have PVC sleeves , 41.3mm OD (insulation =19 mm thick) , 38.1mm OD (insulation =19 mm thick) , 34.9mm OD (insulation =19 mm thick) , 31.8mm OD (insulation =19 mm thick) , 28.6mm OD (insulation =19 mm thick) , 25.4mm OD (insulation =13 mm thick) , 22.2mm OD (insulation =13 mm thick) , 19.1mm OD (insulation =13 mm thick) , 15.9mm OD (insulation =13 mm thick) , 12.7mm OD (insulation =13 mm thick) , 9.5mm OD (insulation =13 mm thick) , 6.4mm OD (insulation=13mm thick) , DRAIN PIPE , Supply & Installation ofCPVC drain pipe insulated with 6 mm thick closed cell FM approved class O nitriler rubber insulation. Necessary U trap for units with clean out plugs to be provided. , 32 mm dia , 25 mm dia , Providing & fixing of 2 Cx 1.5 sqmm cu. cable for control cum trans-mission between Indoor unit and Out Door Unitthrough PVC Conduit. , Supply & providing of MS stand for VRV ODU along with proper supports-suitable for above configuration also including coat of red-oxide primer and two coats of synthetic enamel paint of approved colour. , Supply and installing following size of perforated Hot Dipped Galvanised iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections,joined with connectors,suspended from the ceiling with G.I. suspenders including including Cover on above tray, G.I. bolts & nuts, etc. as as required and also inculding 14 SWG GI cover sheet with 40x5mm GI strip on both sides. , 150mm wide x 75mmHeight, 1.6mm thick , 300mm wide x 75mmHeight, 1.6mm thick , 450mm wide x 75mmHeight, 1.6mm thick , MECHANICAL VENTILATION SYSTEM , Supply, Installation, Testing & Commissioning & Handing over of the following: , Supply, Lifting, Shifting, Positioning, Installation, Testing, commissioning & handing over of the Circular Inline fan Supplying, installing, testing and commissioning of low noise silent type Inline fan with @15mm WC static pressure. The motor shall be suitable for 220 volt single phase 50 cycles AC supply, 6/15 Ampplug and wiring between the fan and the socket andlow sound level exceeding not more than 50dBA. Fan shouldbe complete with all accessories, gravity louver/ shutter as required etc., as per manufacturer specification including transportation to site, all mounting arrangements like brackets etc.,as per specification including transportation to site, all mounting arrangements like brackets etc. It should be suitable for BMS connectivity with necessary accessories and cost of all accessories and all labour charges complete. , Circular Inline fan 100CFM/15mm WC static pressure , Circular Inline fan 200CFM/15mm WC static pressure , Circular Inline fan 400CFM/15mm WC static pressure , Circular Inline fan 500CFM/15mm WC static pressure , Circular Inline fan 600CFM/15mm WC static pressure , Circular Inline fan700CFM/15mm WC static pressure , Circular Inline fan 800CFM/15mm WC static pressure , CLEAN ROOM , CLEAN ROOM FALSE CEILING , Supply, Lifting, Shifting, Positioning, Installation, Testing, commissioning & handing over of the False ceiling panels are designed to fit within each other and suspended by threaded tension bars to the overhead support at fixed intervals , Standard Ceiling Panels have a composite construction of two skins of powder coated GI over an GI frame work with a sealed and insulated interior. 150-200 Kg per sq. mtr load bearing & factory manufacture only to be supply. , 50mmdouble Skin Walkable False Ceiling made of 0.45 mm both Top & Bottom with pre coated GI Sheetswith mounting accessories PUF as in fill (40 +/-2 kg./m3).False ceiling support rods lengthsuit to site condition. Note: 1.All ceiling joints and gaps between panel to panel, ceiling elements (such as HEPA module, diffusers, pipe & electrical drops etc.) etc. to be sealed usingApprovedfood grade silicon sealant of same or nearest colour as panel. The gap above panel to civil wall shall be properly closed with aluminium L - angle secured properly between civil wall and panels. All the gaps between panel to panel shall be closed with GI pre coated External Flashing . All the gaps between ceiling elements and ceiling panel shall be sealed using food grade silicon sealant of the same colour as the panel. , CLEAN ROOM PANELS , Standard wall partitions are a composite construction of two skins over an GI frame work with a sealed and insulated interior. Standard panel dimensions are 1200 mm. Standard panels have an overall thickness of 80 mm.Including Silicon Sealant. The self supporting internal walls are constructed with an interior floor Flashing to suit panel thickness.The Partition seams are sealed by silicone(Food grade) with a perfectly flush finishing. The panels should be factory manufacture. , CLEAN ROOM COVINGS , Extruded Aluminum Powder Coated /Anodized clip on type covings of 60mm radius for Panel to Panel and Panel to Ceiling. , Horizontal & Vertical Coving , 3DCorner Powder Coated , 2D Corner Powder Coated , AL powder Coated TEE Support for Ceiling Panels with threaded Rods and clamps , CLEAN ROOM DOORS , Doors are designed to fit flush into the wall panel / civil walls system on both sides and are supplied in different dimensions. Doors are fabricated from Pre Coated GI sheets & Pufas infill(48 +/-2 kg./m3). Shutter has sheet thickness of 1mm and the frame of 1.2mm. jam depth of door shutter inline with adjacent panel thicknessand shutter width of 40mm. Doors are available in various sizes as per the requirement. The following accessories are a part of the door: Note: 1.All joints between view panel and door panel to be sealed usingapproved food grade silicon sealantof the same or nearest colour as the panel. 2.Colour of the door panel:Same as Panel Colour or Blue 3.Double face VHB tapes of required thickness or silicon sealant to be provided on the periphery of the view panel frame to avoid any play between view panel frame and the slot in the door leaf. , Shutter Thickness: 40 mm thick , Stainless steel hinges (Any reputed Make) , Stainless Steel D type of handles on pull side , Stainless steel push plates on push side. , Heavy duty Concealed door closure , concealeddouble glazed Vaccumized View panel along with self adhesive tape and silicon sealant (500mmWx750mmH) with toughened glass with 6mm thick and black border , Mortice dead lock (ML100D) with both Side Key Operation Cylinder-Dorset , Concealed Flush Bolt Body with rod , Gasket at bottom for Double Door , Stainless Steel kick plates on both sides of 1.2mm thick with 300mm height for material transfer doors for Double Door. , DOUBLE DOOR SIZE , 3500mm Width X 2500mm Height Door (width of each door 1800mm) , VIEW PANELS ON MODULAR PARTITION , SINGLE GLAZED , All Viewpanel units are Double glazed and round profiled Epoxy based powder coated GI wall panel system. Thickness of 6/8 mm Tougened glass. The window system is completelyof food grade Silicone sealed. All veiw panels to have black border. Approx Size of view panels will be 800 x 1000mm , View Panel on 80mm wall panel , FALSE CEILING CUTOUTS FOR ELECTRICAL & HVAC GRILSS,LIGHT FIXTURES ETC. , Frame Work for Wall Panel Cutouts , Back Boxes for Electrical Sockets includes 3M, 2M, 6M, 8M, Single Phase, Three Phase industrials sockets respectively of apprvoed makes like Anchor, MK, North West & Legrand. , Frame work for False Ceiling Cutouts for Electrical & HVAC , PVC Conduit for Electrical Cables / Data Cables 24mm dia / 40 mm dia respectively , INBUILT RETURN RAISER , Supply and Installation of wall panel inbuiltReturn Air Risers of0.8 mm thick GI sheet & G4 Filter in aluminium frame work with proper fixing arrangement & fastening using SS 304 Dome nuts. to be provided up to the top of the false ceiling for HVAC duct connection. along with Butter fly Dmpers on the Top side. , Inbuilt raiser 600 x 600 , GI RETURN AIR FILTER WITH SS PERFORATED SHEET MODULE , Supply & installation of Return Air Raisers SS PERFORATED SHEET MODULE WITH 20 MICRON FILTER ASSEMBLY TO FLUS FIT THE RETURN AIR RISER PANEL. The RA raiser shall be adequately supported to ensure the rigidity. , 450 mm x 450 mm x 450 mm , Supply and Laying ofSelf levelling Expoxy flooring with Floor Preparation work and application ofone coat primer, screed and finishing with Self levelling Epoxy up to a max of 2mm of approved Colour , INSULATED FLEXIBLE DUCT WITH NECESSARY FIXING CLAMPS ON BOTH SIDE FOR TERMINAL HEPA MODULE , Supply, Installation, Testing and Commissioning of The insulated flexible duct of class 1 air duct, light weight, strong, fully flexible & made of double lamination of films permanently bonded to a coated spring tough steel wire helix. The thermal efficiency is ensured with a blanket of fiberglass wool insulation in between. Necessary Fixing Clamp on both side shall be considered. (With Spigot Connection & Rigid GI Round Duct). Note: Rigid GI Round Duct area shall be part of GI Ducting. Each Flexible connection shall not be more than 1 Mtr. , 200 mm Dia , TERMINAL HEPA FILTER WITH MODULES , Supply, Installation, Testing and Commissioning of H14 HEPA Filterwith Housing & Damper (Bottom Discharge Module Type with SS304 perforated grille of 16 SWG sheet along with SS chain link). Complete Housing (Sides + Top) made of extruded aluminium anodized material and low leakage aluminum collar damper with operating bevel gear arrangement, Diffuser Plate,Housing shall be suitable for fixing the Gel Sealtype (Polyurethane gel) terminal HEPA filter (H-13) with Protective Expanded Metal Screen. The Filter Housing shall have provision for smoke aerosol test point and differential pressure measuring point. The filter mounting box shall have a provision to replace filter & control the airflow from inside conditioned space. The HEPA filter modules are of the following sizes: , Plenum box size of 485x485x220H (530X530mm Flange to Flange) inlet collar with Diffuser plate & TOP entry 305 Sq / dia Collar with necessary clamps completewith gel seal filter minipleat H-13 of Size: 450X450X70mmwith DOP port and bevel gear arrangement room side operation damper. , PRESSURE MONITORING SYSTEM , Supply, Installation, Testing and Commissioning of Compound Magnahelic gauges housed in a SS304 front cover (50-0-50 Pa) complete with PVC tubing and SS perforated nozzle (For Installation in Clean Room Panel for Classified Areas) , MISCELLANEOUS , Commissioning of Classified Areas with Validation reports comprising of: , AHU & Duct leakage testing with pressurization (As per SMACNA air duct leakage standards). This process to be documented. , HVAC testing adjusting and balancing as per ASHRAE standard. , Air balancing with flow hood meter , Room Temperature & Humidity mapping for 24 hours and monitoring for 3 days. , Room pressure balancing with monitoring for 3 days. , HEPA Filter Integrity Test. , Particle count test , Providing all documentation of DQ, IQ, OQ & PQ in approved formats. , The Validation has to be carried out for minimum 3 working days continuously for Air flow, Temperature and Humidity. For Room Pressure Differential continuously for 3 working days. In case of any non compliance the system has to be set right and the Validation has to be carried out once again as per the above schedule. Validation has to be carried out by valued Certification ISO 14644-1 is a widely recognized certification .Its shouldissued by the International Organization for Standardization (ISO) or The FDA, Health Canada, and the EU recognize this certification. , Clean Air Devices Equipments , Supply, Lifting, Shifting, Positioning, Installation, Testing, commissioning & handing over of personal Air shower , single entry and single exit,high velocity, low pressure system SS304 nozzles,pre and HEPA fillers, completely self contained unit, utilizing low wall return (floor grill type not accepted) , The Unit shall be consisting of ISO class 8 clean room compatible pre-fabricated units built up, in place having fluorescent lamp with acrylic cover, electronic ballast , both side red and green indicators, elector-magnetic latches on both sides of Dorma make to ensure both doors do not open simultaneously, 5.0 mm thick viewing glass,SS304 finish handles of Dorma make, door closer with hold open arm of Dorma make, blower, control wiring, emergency stop switch etc. , For 3 persons entry , Supply, Lifting, Shifting, Positioning, Installation, Testing, commissioning & handing over of stainless steel centrifugal air curtain having following specification.The product should be made up stainless steel 304Grade having 3 Blowers(in M.Steel), 2 Motors operating on three phase , Power =1650 Watt having RPM (Max/Min = 2700) and CFM. Overall Dimension of 6000X230X212(mm) with Noise level < 66 db. Air Curtain should be provided with velocity control switch and a Door sensor. The product should carry manufacturers warranty of one year from the Date of Supply. Along with Fabrication work of providing 2/1 MS Pipe , Tin Sheet as cover, Bracked and screws*Variations acceptable in parameters above - 5-10% The Product should be Supplied along with PVC curtains & SS Bracket for PVC Support. Supply, installation, testing and commissioninging of transparent blue PVC Strip curtain,these medium weight strip will help with temperature control or dust exclusion without impeding access, It is suitable for the door is the main entry gate of the premises, means exposed to air.The Product should be complete in all aspect as per Engineer incharge instructions , Supply, Lifting, Shifting, Positioning, Installation, Testing, commissioning & handing over of stainless steel centrifugal air curtain having following specification.The product should be made up stainless steel 304Grade having 2 Blowers(in M.Steel), 2 Motors operating on three phase , Power =1650 Watt having RPM (Max/Min = 2700) and CFM. Overall Dimension of 3500X230X212(mm) with Noise level < 66 db. Air Curtain should be provided with velocity control switch and a Door sensor. The product should carry manufacturers warranty of one year from the Date of Supply. Along with Fabrication work of providing 2/1 MS Pipe , Tin Sheet as cover, Bracked and screws*Variations acceptable in parameters above - 5-10% The Product should be Supplied along with PVC curtains & SS Bracket for PVC Support. Supply, installation, testing and commissioninging of transparent blue PVC Strip curtain,these medium weight strip will help with temperature control or dust exclusion without impeding access, It is suitable for the door is the main entry gate of the premises, means exposed to air.The Product should be complete in all aspect as per Engineer incharge instructions , SS/PP Furniture , Design, engineering, fabrication, supply, erection and testing of Cross over bench made up of 10 mm thick PP sheets of size which has to fully fixed in the designated placein the changeroom, with heat welding .Bottom of bench will have pegion holes for keeping dayshoes/CR sleepers of equal size 250 mm X182 mm in two rows. , Design, engineering, fabrication, supply, erection,testing and commissioning ofgarment cubicle compatible for ISO class 8 cleanroom either SS304 sheet material for keeping maximum 15 cleanroom garments including 15 sets of garments, sliding doors, glazing, UV light, Pre filter, HEPA filter and blower for recirculation of air, complete ready to use. , ELECTRICL LIGHTS AND ACCESSORIES , LIGHT FIXTURES , Supply,Installation, Testing & commissioning of following LED light fittings for lighting fixture with accessories and LED chip. The Luminaire shall be with CRCA housing and Luminaire and an operating Voltage Range of 120 - 277V, Internal Surge Protection 2.5KV. , 40W 2x2 (600mmx600mm) LED Screw less Clean room recess mounted bottom opening luminaires with toughed glass with diffused acrylic cover, construction of the housing with engineering push back mounting arrangement system of Approved make. System output 4000 lumens to be considered.(Philips or equivenlant) , Electrical Cabling with PVC Conduiting for the Lights 3 Core1.5 Sqmm , POWER SOCKETS , Supply, Installation, Testing & Commisioning of following Plug sockets & Push buttons. The assembly shall be housed in metal box / on partition / on wall concealed type. Rate shall include the internal wiring, terminations, GI back box and front face plate, enclouser with fixing accessary like lugs, screws, blot nuts, ferruls etc. as per tender technical specifications.Necessary wall chipping, drilling & fixing of back box in concelead type. Rate shall be included backbox fixing concelead on the walland chipping along the wall fixing chicken mesh and making good surface of wall as required at site. Note : Modular sockets Back box should be considered 45mm depth only. , Emergencystop push button station with enclosure fixed on wall or on required MS angle support with all its accessories of approved make. , EARTHING , GI Plate Earthing , Supply and Laying of following earthing strips / earth wire of the following sizes with required accessories like clamps,bolts & nuts, painting. Two numbers of earth strips should run along with cable tray/civil wall with proper using bolt and nuts for strips connectivity and two earth points shall be end terminated for all equipments, motors, all Electrical and ELV panels, DB etc., refer the earthing schematic for considering the earth strips. , 50mmx6mm GI Strip , DRAIN PIPE , Supply & Installation ofPVC drain pipe insulated with 9 mm thick closed cell FM approved class O nitriler rubber insulation. Necessary U trap for units with clean out plugs to be provided , 40mm dia , Sheet Metal Work usingFactor Fabricated Duct with Ductmate (TDF) Flanges for all sizes of the duct. Fabrication as per SMACNA Standards , Galvanizing shall be Class VIII – light coating of zinc, nominal 120 gm / sqm surface area and Lock Forming Quality prime material alongwith mill test certificates.In addition, if deemed necessary, samples of raw material, selected at random by owner’s site representative shall be subject to approvaland tested for thickness and zinc coating at contractor’s expense. , All duct construction and installation shall be in accordance with SMACNA standards.In addition ducts shall be factory fabricated utilizing the following machines to provide the requisite quality of ducts. , All ducts shall be fabricated and installed in workmanlike manner, conforming to relevant SMACNA codes. , To ensure the air tightness, all ducts shall be checked with Duct pressure Test after completion of duct installation but before applying insulation , Guide vanes to be installed in elblow, reducers and other accessories , Stiffernner to be considered for ducts with more than 1200mm wide ducts , Duct joining shall completed with adhesive type gasket and sealant , All ducts needs to properly supported with suitablewire supports as per makes given in make list. The cost shall be inclusive of anchor fastners/wedge supports suiting to steel structure. , With all necessary accessories i.e fixing etc complete. , Rectangular Ducting , Sheet Metal Ducting As per Specification. Pressure 500 Pa , 24 G Ducting with Factor Fabricated Duct/ TDF flanges , 22 G Ducting with Factor Fabricated Duct/ TDF flanges , 20 G Ducting with Factor Fabricated Duct/ TDF flanges , Thermal & Acoustic insulation , Thermal Insulation for ducts , Supply, installation and testing of Class- O, 25 mm thick Closed cell elastomeric insulation for thermal insulation for indoor supply air ducts with density not less than 50 kg / cum. Microban antimicrobial protection insulation material to be fire retardant. Joining tapes & low VOC adhesive to be supplied with the insulation material by the insulation material manufacturer. , Supply, installation and testing of Class- O, 19 mm thick Closed cell elastomeric insulation for thermal insulation for indoor supply air / return air ducts with density not less than 50 kg / cum. Insulation material to be fire retardant. Joining tapes & low VOC adhesive to be supplied with the insulation material by the insulation material manufacturer. , Supply, installation and testing of Class- O, 13 mm thick Closed cell elastomeric insulation for thermal insulation for indoor supply air / return air ducts with density not less than 50 kg / cum. Insulation material to be fire retardant. Joining tapes & low VOC adhesive to be supplied with the insulation material by the insulation material manufacturer. Refer method statement in technical specification for insulation works. , Acoustic Insulation for ducts , Supply, transportation , Lifting , Shifting ,installation ,testing and commissioning of Acoustic insulation for ducting with 50mm TF quality thermocole, density 18kg/cum, chicken wire mesh and 2 coats of 12mm thick sandcement plastering for exposed ducting. , Air Terminal Devices , Supply, installation, testing and balancing Powder Coated extruded aluminium grilles with collar damper for supply and return distribution(colour for the grill to be confirmed by department before placing theorder) . Deflection of the grille shall be 0 / 15 / 30. same will be confirmed later. Single / 2 way / 4 way deflection shall be confirmed later. , Supply, Fixing, Testing and commissioning of Aluminium powder coated4-Way Diffusers with Anti smudge ring and all fixing accesseroies as per standard specifications and practice. , Supply, installation and testing ofJet diffuserwith fire resistance flexible double canvas Connection for supply distribution(colour for the Jet to be confirmed by consultant/ PMC team before placing theorder) , Ø 315 , Supply and fixing of 18G circular butterfly damper with provision to fix to the rectangular duct with GI circular flanges. , Supply and fixing of Insulated Aluminum flexible duct with 25mm thick glass wool insulation covered with aluminum foil suitable to connect the ducting including necessary clamps at both ends of size , Acoustic Insulation for AHU rooms , Supply, installation and testing of acoustic insulation on walls & ceilings for the AHU Rooms with 50mm thk. 24 kg/ cum density Resin bonded fiber glass covered with 24 G GI perforated sheet as per specification. The FG slabs shall be placed in the grid of 600mmx600mm centers formed out of GI channels. , Supply and Fixing of Fresh Air / Exhaust air Louvers with brass wire mesh backing with Pre filter along with Dampers for all AHU room fresh air wall openings. , Supply, installation and testing of Factory fabricated Rectangular shape - GI Volume control dampers, 1.6-mm GI Steel Frame, 1.6-mm GI blades, 150-mm width, with required hardware and accessories. Stiffen damper blades for stability. Include locking device to hold single-blade dampers in a fixed position without vibration & engraved marking on position of damper. , Supply, installation and testing of Aluminium powder coated fresh air intake / exhaust air louvers backing with pre filters complete with HDPE insect mesh with cowl mounting frame and 45 deg angle suitable for protection against splashing rain water fixed in a powder coated Aluminium angle mount frames as required for all AHU ROOM fresh air wall openings. , Supply, installation and testing of Motorized Fire dampers (MSFD) with ON/OFF type actuator. The dampers to be fire rated for 120 minutes at 250Deg C. Fire damper to be provided with matching flanges on both sides. Fire dampers should be supplied with extended fire rated sleeves. Actuators shall be for spring return type & shall be fire rated for 120 minutes @ 120Deg C. Actuators to be internally mounted. Actuators should be suitable for BMS connectivity with necessary accessories. , Note:Duly factory fitted and tested at manufacturers works and certificate to this effect produced along with delivery of fire damper. , Fire damper , Actuator,Sensor,Control panel and relay/communication module, interlinking cabling , Supply, installation and testing ofGI Non ReturnDampersat suction & discharge side, suitable for duct mounted including mating galvanized angular iron flanges. , Supply, Installation, Testing and Commissioning of Fire Retardant Canvass Connections with MS Eoxy painted / Al powdercoated finish angle flanges on both sides as per the specifications and approved drawings. , Supply, installation, testing and commissioning of FM approved 32mm thickness of closed cell nitrile rubber without aluminium foil temperature range from -10ºC to +60ºC, Class O fire category and as per specification.for Underdeck insulation, as per technical specifications and as shown in approved drawings. Adhesive shall be used as recommended by insulation manufacturer for applying over concrete structures and it shall be green building complaint. Makes: Galaxy, sheth insulation, ALP Aeroflex,neothermalinsulation. , MS structural Steel for supports ofUnit, Piping, Control cabling supports including fabrication,erection with GI clamps and brackets with adequate number of supports for pipes every 2.5 mts interval and at bends for Insulated refrigerant pipe for exposed areas etc , FALSE CEILING WORK , Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre,shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. , wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint , all as per manufacturers specification and also including the cost of making openings for light fittings, grills,diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : (a)12.5 mm thick tapered edge gypsum moisture resistant board. (Make : Gproc , L Strong , Armstrong) , ELECTRICAL WORKS: , MV Panels VRF/VRV OUTDOOR PANNEL-1 , Supply, installation,Testing and Commissioning of 3 phase and Neutral 415V, 4 wire Free Standing Floor mounted MV panel made out of 14 SWG MS sheet after seven tank process and painting with Epoxy powder coating. , The panel shall consist of suitable rating TPN Aluminium busbar (at the rating of 0.8A/Sq.mm) supported with DMC/ SMC barriers and color coded with Heat shrinkable sleeves. , The Metering shall be provided as specified. The panel shall have Short circuit withstanding capacity of minimum 50KA and consist of the switchgear as mentioned below. , The panel shall be got fabricated from manufacturers with CPRI Test certificate only. The PCC shall have at least two spare cubicles of the maximum rating. The size of all Panel Mounting Meters shall be 96X96mm. , The Panels shall be mounted on U channels including supply and fixing of the same. Every ACB shall be provided with ON/OFF /Trip Indication lamps of LED type. For all Electrically operated Breakers, Local Remote Selector switches shall be provided for controlling the Breakers remotely. , M.V.PANEL ( OUTDOOR ) -VRF OUTDOOR UNIT , Incoming : 800A FP 50KA EDO ACB with Microprocesser Based releases for Overload, S/Cand earth fault- 1 set , BUSBARS : 800A, TPN Aluminium busbars – 1set , Metering for Incomer , Phaseindicating lamps - 1 set withtoggle switch , Voltmeter (0-500V) with selector switch - 1 set , Ammeter (0-800A) with selector switch - 1 set , Multifunction Meter -1Set , 800/5A, CL-1, 15VA CTs with resin cast- 3Nos. , Outgoing Feeders :- , 63A TP 16KA MCCB As Outgoing Feeder - 18 Nos , Earth bus bar with GI Strip , MV Panels VRF/VRV OUTDOOR PANNEL-2 , Supply, installation, Testing andCommissioning of 3 phase and Neutral415V 4 wire Free Standing Floor mounted outdoor type weather proof double door with canopy on top MV panel made out of 3mm thick CRCA/Galvanised steel enclosurefor main frame and 2mm thick partitions for mechanical strength/ruggedness, after seven tank process and painting with Epoxy powder coating. The panel shall consist of suitable ratingTPN Aluminium busbar (at the rating of 0.8A/Sq.mm) supported with DMC/ SMCbarriers and color coded with Heat shrinkable sleeves. The Metering shall beprovided as specified. The panel shall have Short circuit withstanding capacity of minimum 50KA and consist of the switchgear as mentioned below. Outdoor panels shall have IP-55 degree of protection wiith external door . Enclosure shall be modular with bolted design. Enclosure shall be powder coated with RAL-7035 coat with matt finish. Design ambient temperature shall be 50 degree centrigrade. No use of hygroscopic material like FRP/Hylam/Bakellite sheet inside the panel for partitions or any other purpose. , The PCC shall have at least twospare cubicles. The size of all Panel Mounting Meters shall be 96X96mm. The Panels shall be mounted on U channels including supply and fixing of the same. Every ACB shall be provided with ON/OFF /Trip Indication lamps of LED type. For all Electrically operated Breakers, Local Remote Selector switches shall be provided for controlling the Breakers remotely.ACBs shall have built-inAll ACBs shall be provided with Digital type Ammeter of suitable range along with CTs. All ACBs shall be provided with ON/OFF/TRIP indication lamps and shunt trip coils. All MCCB/ACBs of rating 160Aand above shall be with Micro processor releases All MCCBs below 160A shall be with adjustable thermal magnetic based releases. All MCCBs shall be with spreader links and rotary handle. All MCCBs shall be over load & short circuit releases withIcu=100% Ics. All CTs/CBCT shall be resin cast type. All Controlling wiring shall be FRLS cables, all the bus bar sleeves shall be Heat shrinkable kits.Panels shall have form 4b/form 3b construction as per the requirement. ACBs shall conform to IEC 60947 (part 1&2), shall be suitable for rated system voltage 690V, Insulation voltage 1000V and Impulse withstand of 12KV. , For MCCB with Microprocessor based release : A common indication LED for internal temp/ fault/alarm . MCCB should have in-built feature of logical selectivity by which it can give a time delay of 50msec between upstream and downstream MCCB The microprocessor based release should have the following settings: • Overload Settings: 0.4 to 1 times of Ir • Short Circuit Settings: 1.25 to 10 times of Ir. • Earth fault Settings: 0.2 to 1 times of In. • Neutral protection settings: 0 – 50% – 100%Ir. • Manually closing mechanism should be accommodated in a Moulded housing of robust and vermin-proof construction. • MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open) • The tripping devices shall be ambient temperature compensated type. The insulating case shall be made of high strength heat resistant and flame retardant thermosetting insulating material. , OUTDOOR MAIN PCC PANEL , Incoming : , Incoming : 800A FP 50KA EDO ACB with Microprocesser Based releases for Overload, S/Cand earth fault- 1 set , Busbars :800A TPN Aluminiumbusbars - 1 set , Outgoings : , 63A TPN, 16kA,Moulded Case Circuit Breakerand Electromagnetic based protection release having adjustable over load, short circuit and earth fault protection.- 20 No. , Metering : , 0-500V Digital Voltmeter withselector switch and Fuses - 2 sets , 0-800A Digital Ammeter with CTs ofratio 800/5A,Class 1 Accuracy and15VA burden and selector switch - 2sets , LED Phase indication lamps with individuals Fuses and control withtoggle switches- 2sets , CT Operated Load Manager with RS 485 port ( Similar to EM-6400) – 2sets , Suitable Earth strip at bottom of the panel of GI Strip , Supply, Installation, Testing and Commissioning of following size 1.1 KV Grade Aluminum / Copper conductor XLPE insulated PVC sheathed armoured cable and shall be laid on cable traywith all installation materials. the cable shall conform to IS 7098 / part-I. , 4Core X 10Sqmm (Copper)(Armoured) (for 20HP ODU ) - 27Nos , 4Core X 10Sqmm (Copper)(Armoured) (for 28TR AHU ) - 1Nos , 4Core X 6Sqmm (Copper)(Armoured) (for 8KW HEATER ) - 1Nos , 4Core X 16Sqmm (Copper)(Armoured) (for 52TR AHU ) - 1Nos , 4Core X 10Sqmm (Copper)(Armoured) (for 12KW HEATER ) - 1Nos , 4Core X 16Sqmm (Copper)(Armoured) (for 42TR AHU ) - 4Nos , 4Core X 10Sqmm (Copper)(Armoured) (for 15KW HEATER ) - 4Nos , Supply, Installation, Testing and Commissioning of following size ELECTRICAL TERMINATIONS WITH SINGLE COMPRESSION GLANDS / LUGS: , 4Core X 10Sqmm (Copper)(Armoured) (for 20HP ODU ) - 27Nos , 4Core X 10Sqmm (Copper)(Armoured) (for 28TR AHU ) - 1Nos , 4Core X 6Sqmm (Copper)(Armoured) (for 8KW HEATER ) - 1Nos , 4Core X 16Sqmm (Copper)(Armoured) (for 52TR AHU ) - 1Nos , 4Core X 10Sqmm (Copper)(Armoured) (for 12KW HEATER ) - 1Nos , 4Core X 16Sqmm (Copper)(Armoured) (for 42TR AHU ) - 4Nos , 4Core X 10Sqmm (Copper)(Armoured) (for 15KW HEATER ) - 4Nos , SITC of GI Earthing for equipment , 8 SWG G.I. Wire , SUBHEAD-IVX : POWER WIRING : , Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar,neutral bus bar, earth bar, din bar, interconnections, powderpainted including earthing etc. as required. (But without MCB/RCCB/Isolator) , 12 way (8 + 36), Double door , 8 way (8 + 24), Double door , Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuitbreaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. , 63A , Supplying and fixingof 6A to 32A rating 240/415V,10kA , C Curveminiature circuit breaker suitable for inductive load of following polesin the existing MCB DB complete with connections ,testing and commissioning etc complete. , Single Pole , Supplying and fixing following way, vertical type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar,neutral bus bar, earth bar, din bar, interconnections, powderpainted including earthing etc. as required. (But without MCB/RCCB/Isolator) , 12 way (4 + 24), Double door , 8 way (4 + 24), Double door , Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, molded case circuitbreaker (MCCB), having a breaking capacity 25 KA in the existing MCB DB complete with connections, testing and commissioning etc. as required. , 200A 4P MCCB, 35 kA , Supplying and fixingof following rating 240/415V,10kA , C Curveminiature circuit breaker suitable for inductive load of following polesin the existing MCB DB complete with connections ,testing and commissioning etc complete. , 63A Three Pole MCB 16 kA , Supply,erection,testing and commissioning of the following switchsockets with anodised G.I. Box,front plate and fixing screws etc . , 6/16 Amps, 5-pin (250 Volts) single phase modular type socket controlled by 16 Amps SP Switch. , Supply and fixing of factory made 20A, 1Ph Metalclad socket with plugtop &20A SPMCB in MS box including all fixing accessories , Supply and fixing of factory made 25A, 1Ph Metalclad socket with plugtop &25A SPMCB in MS box including all fixing accessories , Supplying and fixing 32A, 415V, TPN industrial type socket outlet with 4 pole and earth metal enclosed plug top alongwith 32A C Curve, TP MCB in sheet metal enclosure on surface/recess with chained metal cover for the socket outlet and complete with connections ,testingand commissionining etc complete as required. , Supplying and fixing 63A, 415V, TPN industrial type socket outlet with 4 pole and earth metal enclosed plug top alongwith 63A C Curve, TP MCB in sheet metal enclosure on surface/recess with chained metal cover for the socket outlet and complete with connections, testingand commissionining etc complete as required. , Supply,erection,testing and commissioning of the following switchsockets with anodised G.I. Box, Stainless steel front plate and fixing screws etc . , 6/16 Amps, 5-pin (250 Volts) single phase modular type socket controlled by 16 Amps SP Switch. , Supply and Wiring with the following size 1100V grade PVC insulated multistrand, FRLS Copper conductor wires in and includingsuitable size heavy gauge PVC conduit concealed in wall / Ceiling including all accessories such as junction boxes, bends, elbows including end terminated with suitable lugs. , 2runs of 4Sq.mm wires with 1run of 4 Sq.mm wireinand including 25mm diaPVC Conduit(For 16A Sockets). , 2runs of 6Sq.mm wires with 1run of 6 Sq.mm wireinand including 25mm diaPVC Conduit(For AC Sockets). , 4runs of 10Sq.mm wires with 2run of 6 Sq.mm wireinand including 25mm diaPVCConduit. , 4 X 16 sq. mm + 2 X 16 sq. mm earth wire in existin PVC / Floor raceways , Supply and Wiring with the following size 1100V grade PVC insulated multistrand, FRLS Copper conductor wires in existingMS/PVC conduit / Floor race way including all necessary interconnections etc complete. , 2runs of 2.5Sq.mm wires with 1run of 2.5 Sq.mm wire in existingPVC Conduit(For 6A Sockets & Switch boards),ferrules incliding all labour charges etc., complte.. , 2runs of 4Sq.mm wires with 1run of 4 Sq.mm wiresin existingPVC Conduit(For 16A Sockets), ferrules incliding all labour charges etc., complte.. , 2runs of 6Sq.mm wires with 1run of 6 Sq.mm wiresin existing PVC Conduit(For AC Sockets), ferrules incliding all labour charges etc., complte.. , 4runs of 6Sq.mm wires with 2run of 6 Sq.mm wiresin existing PVC Conduit. for run of mains, ferrules incliding all labour charges etc., complte. , 4runs of 10Sq.mm wires with 2run of 6 Sq.mm wireinexistingPVCConduit.for run of mains, ferrules incliding all labour charges etc., complte. , 4 X 16 sq. mm + 2 X 16 sq. mm earth wire in existin PVC / Floor raceways for run of mains, ferrules incliding all labour charges etc., complte. , Providing and fixing of maintenance free earthing which consists of 40mm Dia, standard length (as per Equipment Supplier) electrode capsule,filled with earth enhancing compound,sealed at both ends and brazed lead for connection at one end suitable for direct installation at site at a depth of 2.5 mtr.Earth enhancingcompound upto a depth of 2.0 mtr around the electrode capsule and also wih brick chamber and cast Iron cover etc complete including excavation in all types of soil. , Supply and laying of following size strips including all necessary inter connections with earth station and equipments , 50 X 5 mm Hot dip GI strip , 25 X 5 mm Hot dip GI strip , Supplying and laying 6 SWG G.I. wire at 0.50 meter below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required. , Supply and fixing of following size GIPerforated type cable tray made out of 2mm thick G.Isheet including MS supports for fixing the tray, anchor fasteners etc., laid including 2runs of 25x5 GI strip etc including with 2 mm thickGI covers. , 300 mm widex 50 mm Height , 150 mm widex 50 mm Height , 100 mm widex 50 mm Height , Supply, laying, jointing GI pipes of medium quality including specials of approved make fixed to wall/to the required lengths, threading jointing chasing the walls and floor, making holes, clamping of clamps and making good the same, necessary excavation, etc., complete as specifed and directed. , 50mm Dia , SUBHEAD-XV : SHOP ELECTRIC: , Supplying and fixing 20A, 415V, TPN industrial typesocket outlet with 4 pole and earth metal enclosed plug top alongwith 20A C Curve,4 P MCB in sheet metal enclosure on surface/recess with chained metal cover for the socket outlet and complete with connections ,testingand commissionining etc complete as required. , Supplying and fixing 32A, 415V, TPN industrial type socket outlet with 4 pole and earthalongwith 32A C Curve, TP MCB in sheet metal enclosure on surface/recess with chained metal cover for the socket outlet and complete with connections ,testingand commissionining etc complete as required. , Supplying and fixing 63A, 415V, TPN industrial type socket outlet with 4 pole and earthalongwith 63A C Curve, TP MCB in sheet metal enclosure on surface/recess with chained metal cover for the socket outlet and complete with connections ,testingand commissionining etc complete as required. , Supply, testingand commissioning of following size 1.1KV grade XLPE insulated armoured aluminium conductor cable. The cable shall conform to IS 7098/ Part-II. , 4C X 10Sq.mm , 4C X 16Sq.mm , 3.5C X 25Sq.mm , 3.5C X 35Sq.mm , 4C X 50Sq.mmCu Armoured Cable , Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. , Upto 35 sq. mm , Above 35 sq. mm and upto 95 sq. mm , Above 95 sq. mm and upto 185 sq. mm , Above 185 sq. mm and upto 400 sq. mm , Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required. , Upto 35 sq. mm , Above 35 sq. mm and upto 95 sq. mm , Above 95 sq. mm and upto 185 sq. mm , Above 185 sq. mm and upto 400 sq. mm , Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required. , Upto 35 sq. mm , Above 35 sq. mm and upto 95 sq. mm , Above 95 sq. mm and upto 185 sq. mm , Above 185 sq. mm and upto 400 sq. mm , Providing Indoor ordinary end terminations for thefoollwing 1.1 KV grade XLPE insulated armoured alluminium conductor cables with compression type steel gland, Bi-metallic lugs using crimping tool, Insulation tape, Identification tags etc., including end termination and Earthing of Gland with 8SWG GI Wire. , 4C X 10Sq.mm , 4C X 16Sq.mm , 3.5C X 25Sq.mm , 3.5C X 35Sq.mm , 4C X 50Sq.mmCu Armoured Cable , Supply and fixing of following size GIPerforated type cable tray made out of 2mm thick G.Isheet including MS supports for fixing the tray, anchor fasteners etc., laid including 2runs of 25x5 GI strip etc including with 2 mm thickGI covers. , 600 mm widex 50 mm Height , 450 mm widex 50 mm Height , 300 mm widex 50 mm Height , 150 mm widex 50 mm Height , Providing and fixing of maintenance free earthing which consists of 40mm Dia, standrad length (as per Equipment Supplier) electrode capsule,filled with earth enhancing compound,sealed at both ends and brazed lead for connection at one end suitable for direct installation at site at a depth of 2.5 mtr.Earth enhancingcompound upto a depth of 2.0 mtr around the electrode capsule and also wih brick chamber and cast Iron cover etc complete including excavation in all types of soil. , Supply and laying of following size strips including all necessary inter connections with earth station and equipments. , 50 X 5 mm Hot dip GI strip , 25 X 5 mm Hot dip GI strip , Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required. , Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCBdistribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs andincomer ) as required . (Note : Vertical type MCB TPDB isnormally used where 3 phase outlets are required.) , 12 way (8 + 36), Double door , Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuitbreaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. , 250 A, 35KA 4P MCCB , 200 A, 35KA 4P MCCB , 63 A, 4P RCBO , 100 A, 4P ,25ka MCCB ( , 125 A, 4P ,25ka MCCB ( , Supply,Installation Testing Commissioning of following TTA PANEL.Supply, erection, testing and commissioning of 415V, 3 phase 4 wire 50 c/s Main LT Panel at Substation fully compartmentalized cubical type, as per the standards IEC61439-1&2 as tested assembly (TTA) ,tested for impulse voltage 8 KV,IP 42 fabricated CRCA sheet steel of 2 mm thick for frame work and covers, 3 mm thick for gland plates i/c cleaning & finishing complete with 7 tank process for powder coating in approved shade, having required capacity extensible type FP bus bars of high conductivity, DMC / SMC bus bars of high conductivity, DMC/ SMC bus bar supports, with short circuit withstand capacity of 35KA for 1 Sec., bottom base channel of MS section not less than 100 mm x 50 mm x 5 mm thick, fabrication shall be done in transportable sections, Form of separation shall be form 4b with metallic separation only entire panel shall have a common copper earth bar of size 25 mm x 5 mm at the rear with 2 Nos. earth stud, solid connections from main bus bar to switch gears with required size of bus bars, interconnection, interlocking between feeders etc.,with indication lamps, push buttons necessary accessories, complete with following incoming and outgoing switchgears with protection and metering etc. as per specification and schematic diagram including provision to be made for interfacing with BMS etc. complete as required, with incoming & outgoing cable entry from bottom/top and bus-duct entry from top, wiring with 2.5sq. mm. FRLS insulated copper conductor , cable alleys, PLC cable gland i/c providing following switch gears , All ACBs should have Ics=Icu=Icw for 1 sec All MCCBs shall be rating for 25kA (Ics=Icu). All MCCBs above 63A should be provided with Copper Spreader Terminals Marshalling Bay To Be Provided for BMS Operation Approval shall be taken for each panel before fabrication. PLC based control with 100% hot redundant PLC arrangement with touch-screen LCD / LED display board (min. 8 Diag size)along with all accessories for complete automatic, manual andHMI controls & indication. Energy Management Software wth necessary cabling shall be in scope, nos. of breaker / Meters to be connect with energy management software shall be inform by Engineer In Charge. , USER EQUIPMENT PANEL , Incomer , 630 A, 50KA, 4P , ACB, Should be supplied with Microprocessor basedS/C, E/F, O/CProtection.(70 - 100% Plug setting) – 1No , 2A, controlMCB - 3 Nos. , Outgoings : , 200A ,35KA TP, MCCBs - 9 Nos , 125A ,25KA TP, MCCBs - 3 Nos , 100A ,25KA TP, MCCBs - 3 Nos , 63A ,16KA TP, MCCBs - 3 Nos , Surge Protection Device - 1 No , Bus Bar : 630 A TPN Alluminium Bus Bar-1 Set , MeteringIncomer : , 0-500V Digital Voltmeter with selector switch andMCB-1set , CT Operated Load Manager (similar to EM-6400) - 1 No , 0-630A Digital Ammeter with resin cast CTsof ratio 630/5A Class 1 Accuracy and 15VA burden and selector switch -1set , LED phase indication lamps with toggle switch -1set , Main LDB , Incomer , 250 A, 35KA, 4P , MCCB, Should be supplied with Microprocessor basedS/C, E/F, O/CProtection.(70 - 100% Plug setting) – 1No , 2A, controlMCB - 3 Nos. , Outgoings : , 160A ,35KA TP, MCCBs - 5 Nos , 63A ,16KA TP, MCCBs - 2 Nos , Surge Protection Device - 1 No , Bus Bar : 250 A TPN Alluminium Bus Bar-1 Set , MeteringIncomer : , 0-500V Digital Voltmeter with selector switch andMCB-1set , CT Operated Load Manager (similar to EM-6400) - 1 No , 0-250A Digital Ammeter with resin cast CTsof ratio 250/5A Class 1 Accuracy and 15VA burden and selector switch -1set , LED phase indication lamps with toggle switch -1set , Main PDB , Incomer , 630 A, 50KA, 4P , MCCB, Should be supplied with Microprocessor basedS/C, E/F, O/CProtection.(70 - 100% Plug setting) – 1No , 2A, controlMCB - 3 Nos. , Outgoings : , 200A ,35KA TP, MCCBs - 5 Nos , 63A ,16KA TP, MCCBs - 2 Nos , Surge Protection Device - 1 No , Bus Bar : 630 A TPN Alluminium Bus Bar-1 Set , MeteringIncomer : , 0-500V Digital Voltmeter with selector switch andMCB-1set , CT Operated Load Manager (similar to EM-6400) - 1 No , 0-630A Digital Ammeter with resin cast CTsof ratio 630/5A Class 1 Accuracy and 15VA burden and selector switch -1set , LED phase indication lamps with toggle switch -1set , COMPRESSOR PANEL , Incomer , 250 A, 35KA, 4P , MCCB Should be supplied with Microprcessor basedS/C, E/F, O/CProtection.(70 - 100% Plug setting) – 1No , 2A, controlMCB - 3 Nos. , Outgoings : , 160A ,25KA TP, MCCBs – 3 Nos , 63A ,16KA TP, MCCBs - 1 Nos , 40A ,16KA TP, MCCBs - 1 Nos , Surge Protection Device - 1 No , Bus Bar : 250 A TPN Alluminium Bus Bar-1 Set , MeteringIncomer : , 0-500V Digital Voltmeter with selector switch andMCB-1set , CT Operated Load Manager (similar to EM-6400) - 1 No , 0-250A Digital Ammeter with resin cast CTs of ratio 250/5A Class 1 Accuracy and 15VA burden and selector switch -1set , LED phase indication lamps with toggle switch -1set , SUBHEAD-XVI :TELEPHONE AND LAN : , Supply and laying of 25mm dia, 16 SWG black enamelled M.S. conduit concealed in wall/ ceiling/ floor including all accessories such as junction boxes, conduit bends, etc., complete as required for Telephone etc., , Supply and laying of 25mm dia, heavy gaugePVC . conduit concealed in wall/ ceiling/ floor including all accessories such as junction boxes, conduit bends, etc., complete as required for Telephone etc., , Supply and laying of 25mm dia, heavy gaugePVC . conduit concealed in wall/ ceiling/ floorand drawing of 12 SWG GI Wireas fish wire for laying of LAN Cables at a later stage and supply of all fixingaccessories such as junction boxes, conduit bends, etc., complete as required. , Supply and fixing of Telephone outlet (RJ11) with anodised GI box with front plate and fixing screws. , Supply,Installation,Testing and commissioning ofRJ 45 socket(FOR LAN) with flush mounting G.I. box, with front plate and fixing screws etc complete. , Supply and laying of 2pair 0.5mm dia PVC insulated Copper conductor Telephone wireconforming to DOT Specifications in already laid PVC Conduit including necessary interconnections. , Supply and laying of Cat 6 LAN cable conforming to DOT Specifications in already laid PVC Conduit Floor Race way including necessary interconnections. , Supply and laying of 10 Pair0.5 sqmm armoured copper conductor cable cable conforming to DOT Specifications in existing cable trench /Floor Race way including necessary interconnections. , Supply and installation of100 pair Krone connectors inMS junction box complete as required. , Supply and installation of50 pair Krone connectors inMS junction box complete as required. , Supply and installation of20 pair Krone connectors inMS junction box complete as required. , Supply, laying, jointing GI pipes of medium quality including specials of approved make fixed to wall/to the required lengths, threading jointing chasing the walls and floor, making holes, clamping of clamps and making good the same, necessary excavation, etc., complete as specifed and directed. , 50mm Dia , SUBHEAD-XVII :UPS WIRING : , Supply and fixing of2 Nos of 6/16A, 5Pin Socket outlet with 2Nos ofswitch of 16A ratingincluding Modular G.I Box, Front Plate and also including all fixing accessories etc complete. ( For UPS Socket) , 6/16 Amps, 5-pin (250 Volts) single phase modular type socket controlled by 16 Amps SP Switch including Modular G.I Box, Front Plate and also including all fixing accessories etc complete. , Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCBdistribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs andincomer ) as required . (Note : Vertical type MCB TPDB isnormally used where 3 phase outlets are required.) , 4 way (4 + 12), Double door , Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, molded case circuitbreaker (MCCB), having a breaking capacity 25 KA in the existing MCB DB complete with connections, testing and commissioning etc. as required. , 200A 4P MCCB, 35 kA , Supplying and fixingof following rating 240/415V,10kA , C Curveminiature circuit breaker suitable for inductive load of following polesin the existing MCB DB complete with connections ,testing and commissioning etc complete. , 63A 4P MCB 10 kA , 63A TPN MCB 10 kA , Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar,neutral bus bar, earth bar, din bar, interconnections, powderpainted including earthing etc. as required. (But without MCB/RCCB/Isolator). , 8 way (8 + 24), Double door , Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuitbreaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. , 63 A , Supplying and fixingof 6A to 32A rating 240/415V, 10kA, C Curveminiature circuit breaker suitable for inductive load of following polesin the existing MCB DB complete with connections, testing and commissioning etc complete. , Single Pole , Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copperconductor, single core cable in surface/ recessed medium class PVC/MS/Floor race wayas required including necessary interconnections etc complete. , 2runs of 4Sq.mm wires with 1run of 4 Sq.mm wire , 4Runs X 10 sq. mm + 2 X 6 sq. mm earth wire in existing PVC / Floor raceways /MS Conduit , 4Runs X 16 sq. mm + 2 X 10 sq. mm earth wire in existing PVC / Floor raceways , Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt asrequired including excavation in all types of soil. , Supplying and laying following copper strip at 0.50 metre below ground as strip earth electrode, includingconnection/ terminating with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets(Jointing shall be done by overlapping and with 2 setsof brass nut bolt & spring washer spaced at 50mm). , 25 mm X 5 mm copper strip , 50 x 5 mm copper stripbelow ground. , Supply and Installationof 300 x 38 mm heightG.I Floor raceway including supply and installation ofJunction Boxes ,bends and fixing accessories etc complete.The scope also includes civil work for installation of Raceways i.e chipping of flooe wherever required and also laying of sand and cement mortar for alignment of Floor raceways etc complete.The minimum thickness of the floor raceways and junction boxes shall be 2 mm (Make : Legrand ) , Supply and Installationof 150 x 38 mm heightG.I Floor raceway including supply and installation ofJunction Boxes ,bends and fixing accessories etc complete.The scope also includes civil work for installation of Raceways i.e chipping of flooe wherever required and also laying of sand and cement mortar for alignment of Floor raceways etc complete.The minimum thickness of the floor raceways and junction boxes shall be 2 mm (Make : Legrand ) , Supply,Installation Testing Commissioning of following TTA PANEL.Supply, erection, testing and commissioning of 415V, 3 phase 4 wire 50 c/s Main LT Panel at Substation fully compartmentalized cubical type, as per the standards IEC61439-1&2 as tested assembly (TTA) ,tested for impulse voltage 8 KV,IP 42 fabricated CRCA sheet steel of 2 mm thick for frame work and covers, 3 mm thick for gland plates i/c cleaning & finishing complete with 7 tank process for powder coating in approved shade, having required capacity extensible type FP bus bars of high conductivity, DMC / SMC bus bars of high conductivity, DMC/ SMC bus bar supports, with short circuit withstand capacity of 35KA for 1 Sec., bottom base channel of MS section not less than 100 mm x 50 mm x 5 mm thick, fabrication shall be done in transportable sections, Form of separation shall be form 4b with metallic separation only entire panel shall have a common copper earth bar of size 25 mm x 5 mm at the rear with 2 Nos. earth stud, solid connections from main bus bar to switch gears with required size of bus bars, interconnection, interlocking between feeders etc.,with indication lamps, push buttons necessary accessories, complete with following incoming and outgoing switchgears with protection and metering etc. as per specification and schematic diagram including provision to be made for interfacing with BMS etc. complete as required, with incoming & outgoing cable entry from bottom/top and bus-duct entry from top, wiring with 2.5sq. mm. FRLS insulated copper conductor , cable alleys, PLC cable gland i/c providing following switch gears All ACBs should have Ics=Icu=Icw for 1 sec All MCCBs shall be rating for 25kA (Ics=Icu). All MCCBs above 63A should be provided with Copper Spreader Terminals Marshalling Bay To Be Provided for BMS Operation Approval shall be taken for each panel before fabrication. PLC based control with 100% hot redundant PLC arrangement with touch-screen LCD / LED display board (min. 8 Diag size)along with all accessories for complete automatic, manual andHMI controls & indication. Energy Management Software wth necessary cabling shall be in scope, nos. of breaker / Meters to be connect with energy management software shall be inform by Engineer In Charge. , UPS INPUT PANEL INDOOR , Incomer , 200 A, 35KA, 4P, MCCB Should be supplied with S/C, E/F, O/CProtection.(70 - 100% Plug setting) – 1No , 2A, controlMCB - 3 Nos. , Outgoings : , 100A ,25KA 4P, MCCBs - 3 Nos , Surge Protection Device - 1 No , Bus Bar : 200 A TPN(100%)Alluminium Bus Bar-1 Set , MeteringIncomer : , 0-500V Digital Voltmeter with selector switch andMCB-1set , CT Operated Load Manager (similar to EM-6400) - 1 No , 0-200A Digital Ammeter with resin cast CTsof ratio 200/5A Class 1 Accuracy and 15VA burden and selector switch -1set , LED phase indication lamps with toggle switch -1set , UPSOUTPUT PANEL INDOOR , Incomer , 200 A, 35KA, 4P , MCCB, Should be supplied with S/C, E/F, O/CProtection.(70 - 100% Plug setting) – 1No , 2A, controlMCB - 3 Nos. , Outgoings : , 63A ,10KA 4P, MCCBs - 5 Nos , Bus Bar : 200 A TP+NAlluminium Bus Bar-1 Set , MeteringIncomer : , 0-500V Digital Voltmeter with selector switch andMCB-1set , CT Operated Load Manager (similar to EM-6400) - 1 No , 0-200A Digital Ammeter with resin cast CTsof ratio 200/5A Class 1 Accuracy and 15VA burden and selector switch -1set , Surge Protection Device - 1 No , Supply, testingand commissioning of following size 1.1KV grade XLPE insulated armoured aluminium conductor cable. The cable shall conform to IS 7098/ Part-II. , 4C X 50Sq.mmCu Armoured Cable , Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. , Above 35 sq. mm and upto 95 sq. mm , Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required. , Above 35 sq. mm and upto 95 sq. mm , Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required. , Above 35 sq. mm and upto 95 sq. mm , Providing Indoor ordinary end terminations for thefoollwing 1.1 KV grade XLPE insulated armoured alluminium conductor cables with compression type steel gland, Bi-metallic lugs using crimping tool, Insulation tape, Identification tags etc., including end termination and Earthing of Gland with 8SWG GI Wire. , 4C X 50Sq.mmCu Armoured Cable , SUBHEAD-XVIII : SPECIAL EARTHING : , Providing and fixing of maintenance free earthing which consists of 65 MM Dia ,2.5mtr long electrode capsule,filled with earth enhancing compound,sealed at both ends and brazed lead for connection at one end suitable for direct installation at site at a depth of 2.5 mtr.Earth enhancingcompound upto a depth of 2.0 mtr around the electrode capsule and also wih brick chamber and cast Iron cover etc complete including excavation in all types of soil. , Supply and laying under ground/above ground offollowing size strips including all necessary interconnections between earth station and equipments including earth excavation, back filling, intermediate supports for strips as applicable and directed by engineer in charge. , 25 x 3 mm copper strip on DMC insulators , 25 x 3 mm copper stripbelow ground. , 50 x 5 mm copper stripbelow ground. , Supply and fixing of Static Discharge Handles made out of 40 mm dia Copper rod 600 mm Long fixed on wall with brass spacers and connected to 25 x 3 mm copper strip by brazing. , Supply, laying, jointing GI pipes of medium quality including specials of approved make fixed to wall/to the required lengths, threading jointing chasing the walls and floor, making holes, clamping of clamps and making good the same, necessary excavation, etc., complete as specifed and directed. , 50mm Dia , SUBHEAD-XIX : LIGHTNING PROTECTION : , Providing and fixing of maintenance free earthing which consists of 40mm Dia ,standrad length (as per Equipment Supplier ) electrode capsule,filled with earth enhancing compound,sealed at both ends and brazed lead for connection at one end suitable for direct installation at site at a depth of 2.5 mtr.Earth enhancingcompound upto a depth of 2.0 mtr around the electrode capsule and also wih brick chamber and cast Iron cover etc complete including excavation in all types of soil. , Supply and laying of following sizestripsincluding all necessary inter connectionsbetween earth station and equipment. supports for strips as applicable and directed by engineer in charge. , 32 X6 mm Aluminiumstrip conductor with DMC Insulator Supports , 50 X 5 mm GI strip conductor including excvation and back filling. , 25 X 5 mm Hot dip GI strip , Supply and installation of vertical air termination with 100mm dia copper hollow sphere with spikes, fixed on 1500mm length 50mm dia Class C GI pipe including all fixing accessories. , Providing and fixing of Test links for Lightning protection system. , SUBHEAD-XX: FIRE ALARM SYSTEM : , Supply, erection, testing and commissioning of Intelligent AddressableFire Alarm Control Panel(a minimum of 159 detectors/ 159 modules per loop )with Network Communication Module expandable to 2 loop, to monitor loop Devices located in allfloor with dual stage alarm facilities,built in buzzer,built in NAC Circuits & RS 485 port on CPU boardwith optional net work software connectivity, fire/fault indicators, audio-visual signals, battery, battery charger, central processing unit,80 character display unit,fibre optic converter and networking card etc complete in all respects . , 2 - Loop Panel ( One Loop for Integration ) , Supplying, installation, testing & commissioning of repeater panel wih 320 character/ Touch screen LCD display with inbuilt reset, acknowledge and silence switches etc complete. , Supply, Installation, Testing and commissioning of Online UPS of 1 KVA capacity with built-in SMF Batteries (12V 7Ah X 3nos) for battery back up and regulated AC supply to the FAS. , COMIBINATION/MULTI SENSOR DETECTORS(Photoelectric + Heat Sensing) , Supply, fixing, testing and commissioning of Addressable anloguetype multi sensor detectors (Photo electric + Heat sensing) with dual chamber, solid state design,Rotatable DIP Switch Setting indicating lamp, mounting base etc. . , Supply, fixing, testing and commissioning of Response Indicators with all required accessories etc complete. , Supply, fixing, testing and commissioning of Addressable anloguetype Beam Detector with transmitter and receiverincluding short circuit isolator including connections with remote test features etc complete. Range 100 Mtr , MANUAL CALL POINTS: , Supply, erection, testing and commissioning of Addressable analogue typemanual call point for indoor installtion. , Supply, Installation, Testing and commissining of Addressable analogue type manual call point stations weather proofwith 1500 mm Length ISMC 100 standing Post. , FAULT ISOLATION MODULE: , Supply, fixing, testing and commissioning ofFault Isolation module. , Supply, installation, testing & commissioning of addressable fire control module complete as required. , Supply, installation, testing & commissioning of addressable fire Monitormodule complete as required. , CABLE: , Supply, laying , testing and commissioning of 1100 V grade FIRE RESITANCE LOW SMOKE PVC insulatedcopper conductor control cables as per specification. , Armoured Twisted pair2Cx 1.5 sq. mm. shielded FRLS insulated copper conductor cable to be laid on cable tray /to be clamped to wall including supply and fixing of clamps etc complete. , Armoured Twisted pair2Cx 1.5 sq. mm. shielded FRLS insulated copper conductor cable to be laid in cable trench including excavation and backfilling. , 3 core x 2.5 Sq.mm armoured sheilded twisted pair copper conductor cable on cable tray/on wall including clamping etc complete and including cable end termination with double compression weather proof cable glands and copper lugs. , Supply and Installtion of 12 Way Elmex terminal powder Coated junction Boxincluding all terminations andNecessary Glands. , Supply, Installation, Testing and commissioning of Weather proof siren to be operated on Single Phase 230 V, 50 Hz ,A.C.Supply with a range of 2/3 km distance including fixing clamps and accessories.complete. , Supply, laying of 50mm dia, class-B GI pipe including specials of approved make fixed to wall/to the required lengths, threading jointing chasing the walls and floor, making holes, clamping of clamps and making good the same, necessary excavation, etc., complete as specifed and directed. , Supply and laying of of 6 core 9/125 micro meters armored single mode optical fiber cable with suitable dia HDPE pipe (1300nm wave length) including splicing & terminations and laid in ground at 750 mm below ground including excavation andsand, brick protection and refilling of earth and cable route markers at every 50 meters intervals. 6C SM ARM-OFC - 6 C Armoured Single Mode Optical Fiber Cable networking card and fibre optic converter etc., complete. , Supply and laying of 25mm dia, 16 SWG black enamelled M.S. conduit on wall surface/ ceiling/ floor including all accessories such as junction boxes, conduit bends, etc., complete as requiredduly coated with two coats ofred colour enamel paintetc., complete. , SUBHEAD-XXI :FIRE FIGHTING SYSTEM : , Supplying and fixing Single headed external yard hydrant valve with 1 No. 63 mm dia instantaneous FM Gunmetal/Stainless Steel coupling and cast iron wheel, ISI marked, conforming to IS 5290 (type A) with blank Gunmetal/Stainless Steel cap and chain as required : , Single headed Gunmetal , Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze /gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : , 80 mm dia , 150 mm dia , Supplying, fixing, testing & commissioning of double flanged sluice valve of rating PN 1.6 with non rising spindle, bronze/gun metal seat, ISI marked complete with nuts, bolts, washers, gaskets and conforming to IS 780 of following sizes as required : , 80mm dia , 150mm dia , Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts,washers etc.as required : , 80mm dia , 150mm dia , Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required : , Gun Metal , Supply, installtion, testing and commissioning off Hose Box to accommodate 2sets of CP hoses of 15 mtr length each and with 1 pair of Male and female coupling, and one branch pipe with nozzle. The cabinet shall be made of 16 SWG MS Sheet with double door glass front and painted with Scarlet Red colour of size 30x24. , Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as required : , Gun metal , Supply, Installation, Testing and Commissioning of Swinging type fire hose reel drum of Rubber hose 30mtrs length. , Supplying and fixing of fire brigadeconnectionofcast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904 as required : , 4 way - 150 mm dia M.S. Pipe , Providing, laying, testing & commissioning of C class heavy duty MS Pipe conforming to IS 1239/3589 i/c fittings like elbows, tees, flanges, tapers, nuts bolts,gaskets etc. in ground including welding, as supports, anticorrosive treatment with coaltar/asphalt/bitumen tape as per IS 10221, refilling the trench etc. of following sizes complete as required. , 150 mm dia. Pipe , 80 mm dia. Pipe , 50 mm dia. Pipe , Supply, errect, jointing, testing and commissioning of heavy class MS pipes (as per IS-1239). The pipes being fixed on to the wall or suspended from the ceiling/ truss with angle iron supports complete with bends, tees, flanges and with all other required accessories including painting of the pipeline with two coats of approved enamel paint over a coat of primer etc. complete. , 150 mm dia. , 100 mm dia. , 80 mm dia. , 65 mm dia. , 50 mm dia. , 40 mm dia. , 32 mm dia. , 25 mm dia. , Supply and installation , Testing andcommissioingofapproved make 15mm orifice quartzoid bulb pendent type sprinklers,68°C rating, recessed , Supply and installation, Testing andcommissioingofapproved make 15mm orifice quartzoid bulb side wallpendant type sprinklers,68°C rating. , Supply installation and fixing of flow switchesin the followingPipe line with1NO+1NC Contacts , a)150/100mm dia , Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. , In ordinary soil. , Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m : Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia , Hard rock (blasting prohibited) , Ordinary rock : , Construction valve chamber 1.8 Mtrs x 1.2 Mtrs x 1.2 Mtrs in first classbrick (table moulded) masonry in CM 1:6 on PCC bed to 100mm thick plastering with CM 1:4 internal and providing CI Cover with stiffness lifting arrangement frame work etc. complete with providing anticorrosive paint on both side for steel works.Cover should be in two halfs fixed to frame work by means of hinges. , Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : , 300 mm dia. R.C.C. pipe , Supply, laying, jointing, testing and commissioning heavy class M.S pipe (as per IS-1239) in Pump roomwithMS supports including two coats of red oxide and two coats of Red coloure enamel paint . Rate quoted shall include for necessary specials like long radius bends, tees, including cutting, welding/ flanged joints with necessary washers, nuts, bolts etc., complete. , 250 mm dia. Pipe , 200 mm dia. Pipe , 150 mm dia. Pipe , 100 mm dia. Pipe , 80 mm dia. Pipe , Supply, Installation,Testing and Commissioning of air cussion vessel ofcapacity 250 litreswith air releasevalve and ball valve. , Supply,Installation,Testing and Commissioning of PN 16Sluice valves with gateof the following sizes. , a) 250mm dia , b) 200mm dia , c) 100mm dia , Supply,Installation,Testing and Commissioning of PN 16Butterfly valves of the following sizes including flanges and hardware ,nuts and bolts etc complete. , a) 200mm dia , b) 80mm dia , Supply, Installation, Testing and Commissioning of CI Non Return valves of the following sizes. , a) 200mm dia , b)80mm dia , Supply, installation, testing and commissioning of approved make brass Y strainer with necessary flanges which should include nuts, bolts, washers, gaskets. , a) 200 mm dia. , c) 100 mm dia. , Supply,Installation,Testing and Commissioning ofelectrical control panel for diesel engine, main motor and for jockey pump comprising of following. , Incoming : 800A,50KA TPNMCCB - 1SET , 800A TPN aluminium busbars - 1set , Outgoings: , Main Fire Pump 250 Amp, 50kA TPN MCCB, Ics=100% Icu, with fully automatic Star/Delta starter suitable for 100 hp pump with overload protection, current sensing type single phase preventor complete with all acceessories and internal wiring required for automatic operation, selector switch for local/remote, auto/manual/OFF operation. - 2 sets , (with built in single phase preventor) and ON/OFF/TRIP , indication lamps for motor-2set , Jockey Pump 125 Amp, 50kA TPN MCCB, Ics=100% Icu, with Suitable HP fully automatic Star/Delta starter with overload protection, current sensing type single phase preventor complete with all acceessories and internal wiring required for automatic operation, selector switch for local/remote, auto/manual/OFF operation. - 2 sets , Diesel Engine Control , Automatic/Manual selctor switch & 3 attempts starting device, timers and relays as required, push buttons, start/stop in manual mode Indicating lamp for high/ Low Lub. Oil pressure, High Water Temp and Engine on indication Battery charger suitbale for 12V/24 V DC with boost and trickle selector switch, 0-30 V DC volt meter, and 0-20 A DC Ammeter All standard relays and accessories for automatic operation of diesel engine System Controller Designing, Supply, Installation, Testing and commissioning of system controller to control operation of main electric fire pump, diesel pump, Pressurization pump, Terrace pump in sequence as per specification consisting of relays, timers. Sensors, annunciation window for fault indication, complete as per specification , Supply installation testing and commissioning of Instrumentation Board on type pressure gauges for pumps in delivery line and common delivery header , Supply fabrication and erection of MS angle supports for Pipe lines , Supply and fixing of G.M. ball type valves Conforming to IS , a) 25mm dia , b) 15mm dia , Supply, Installation, Testing and Commissioning of Pressure Switches. Make: Indfoss/Donfoss , Supplying, installation, testing and commissioning of Electric driven Main Fire Pump suitable for automatic operation and consisting of following, complete in all respects, as required : Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical seal conforming to IS 1520. Suitable HP Squirrel cage induction motor, TEFC, synchronous speed 1500 RPM, suitable for operation on 415 volts, 3 phase 50 Hz, AC supply with IP 55 protection for enclosure, horizontal foot mounted type with Class-F insulation, conforming to IS-325. M.S. fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required. Suitable cement concrete foundation duly plastered with anti vibration pads. 2280 lpm at 70 m Head with 70% of Pump efficiency. , Supplying, installation, testing and commissioning of diesel engine driven main fire pump suitable for automatic operation and consisting of following, complete in all respects, as required : (Diesel Driven Pump) Horizontal type, multistage, centrifugal pump of cast of iron body and bronze impeller with stainless steel shaft, mechanical seal conforming to IS 1520. Suitable HP, 1500 RPM water cooled with radiator, diesel engine conforming to relevant IS standard complete with auto starting mechanism, 12 /24 volts electric starting equipment, diesel tank, exhaust pipe extended upto 10 m outside pump house duly insulated with 50 mm thick glass wool with 1.0 mm thick aluminium sheet cladding, residential silencer, instruments and protection as per standard specification, stop solenoid for auto stop in the event of fault with audio indications, painted with post office red colour etc. as required. M.S fabricated, common base plate, coupling, coupling guard, foundation bolts etc. as required. Suitable cement concrete foundation duly plastered and with anti vibration pads. 2280 lpm at 70 m Head with 70% of Pump efficiency. , Supplying, installation, testing and commissioning of electric driven pressurisation pump suitable for automatic operation and consisting of following, complete in all respects, as required : (Jockey Pump) Horizontal type, multistage, centrifugal pump of cast iron body and bronze impeller with stainless steel shaft, mechanical seal conforming to IS : 1520. Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase 50 Hz AC supply with IP 55 class of protection for enclosure, horizontal foot mounted type with Class-F insulation, conforming to IS : 325. M.S.fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required. Suitable cement concrete foundation duly plastered and with anti vibration pads. 180 lpm at 70 m Head , Supply, Installation of following Fire extinguishers & accessories: , CO2 6.5 kg capacity trolley mounted , CO2 22.5 kg capacity trolley mounted , DCP 5 kg capacity (potassium bi-carbonate Uria reaction) , Water buckets with stand , Sand buckets with stand , Showels , Fire Beater , Fire gong/ hand siren , Ceiling Hook , Supplying, installation, testing & commissioning of 1000 MM sprinkler flexible pipe (UL Listed) of stainless steel complete with 15 NPT on reducer thread with maximum working pressure of 175 PSI test pressure of 875 PSI (Burst) with branch line (Inlet) 25mm NPT male thread to sprinkler head (Outlet) 15mm NPT female thread with reducer, nipple, 2 side brackets, center bracket, stockbar of following sizes complete as required. , Supplying, installation, testing & commissioning of 1500 MM sprinkler flexible pipe (UL Listed) of stainless steel complete with 15 NPT on reducer thread with maximum working pressure of 175 PSI test pressure of 875 PSI (Burst) with branch line (Inlet) 25mm NPT male thread to sprinkler head (Outlet) 15mm NPT female thread with reducer, nipple, 2 side brackets, center bracket, stockbar of following sizes complete as required. , Supplying Installation Testing & Commissioning of Ceiling Mountedexit sign/emergency lighting unit uses high-performance led lamps. , Supply installation testing and commissioning of900LPM,35mtrs head Booster pump with Suitable HP 2900 RPM Electrical motor and coupling as per TAC regulations with necessary accessory including base plate of MS channel and suitable reinforced CC foundation with nuts andbolts , Supply, installation, testing and commissioningof weather proof type MPCB box made out of 2mm thick CRCA sheet including painting with epoxypowder coating for Suitable HPBooster pump motor. The box shall be suitable for terminating AYFY cable ofsuitable angle frame work of 450mm height on a PCC pedestal including all materials Outgoings : DOL starter for 15HP with MPCB and contractor, over load relay, single phasing preventor and ON/OFF/TRIP , SUBHEAD-XXII: WATER COLLERS , Supply and fixing of 40 (cooling)/ 80 (storage) ltrswater cooler with water purifier (RO system) and voltage stabilizer etc. complete. , SUBHEAD-XXIII :LIFTS : , Supply, erection, testing and commissioning ofMachine room less gear less 1000Kgs Goods liftwith a speed of 0.75 meters per second,suitable for (Ground + 2floors) floors operation with 3 phase ACVVVF drive of suitable HP to operate on 415 volts 50 HZ with base including 1100X 1300X2300 mm car made of all stainless steel body, heavy duty cabin suitable for one number car entrance and landing entrance doors ( Center operated doors ) , SS hairline finish , with clear opening of 800x2100mmn height suitable for simplex selective and collective operation with or without attendant including call register and other parameters as per specification , SUBHEAD-XXIV : EOT CRANES , Design, Manufacture, supply , erection, testing and CommissioningofTandem operator (1 set consist of 2 nos of cranes)DoubleGirderNon FLPEOT Cranewithall speeds VVVF drivecontrol and micro speed arrangement for hoist, CT & LT and confirming to IS 807/IS 3177 /4137cand other relevant IS standards of the latest revisions as shown below complete with all taxes, duties and other charges such as transportation to site, loading and unloading at stores / building, where to be installed etc., movement of material to work spot including the cost of paint as required loaded testing at factory and at site. The crane shall be designed for earthquake and sesmic qualification.Span to be measured by the the Bidder at Site and it shall be its sole responsibility to provided Spansuitable . Design drawings and list of materail to be submitted to department duly approved checked by Govt., agency/ reputed technical institute as approved by department. VVVF drive controls with along travel andcross travel movement and with pendent control opeartion as per IS807 &IS3177(includingfestool cable, 60 lb rails, third party inspection, transportation, design proof check)Double Girder Box Type. 25% overload ,Duty class- III, head Room 2.5mtr,side clearence 300.indoor operation.AC Control Supply , Floor operated via pendant push button,All drives should be provided with alternative parallel path with DOL starter for Main Speed only , MOTORS- Conformingto IS 325-1978& 900-1965, , GEAR BOX- Electro Hydraulic Thrusters type,3Ph, 440V, A.C. Conforming with IS 3938 - 1983 , WIRE ROPE- 6X 36 Cont. Hempcore(IS 2365-1963) , Rope Drum- made from Seamless/ms rolled , Hook- Forged Material EN-3A , WHEEL ASSEMBLY- Made from forged steel- Double flange hardened to BHN 275 Conforming with IS 807-1976. , BEARING- All bearings are of anti Friction Ball/ Roller Conforming, with IS 6455-1972 , COUPLING- AlI Couplings will be Geared Coupling , SHAFT-All Shafts will be of EN - 9 , RESISTANCE BOXES- AlI resistance boxes will be stainless steel, Wire grid and 15 min. Rated heavy duty, (IS 1822 -1967 ) , LIMIT SWITCH- Rotary Limit Switch for Hoisting & Lever Type for L.T &C.T. Conforming with IS- 3936 - 1983 , PANEL BOXES - All panel boxes will be of steel febricated , CONTROL TRANSFORMER- 750 VA, 44OV / LLOV. , POWER CONTROL CABLE -Sheet Metal housing, DustlVermin Proof having BCH/Siemens Contactors & Overload ReIays BCH time delay Relay , PAINT- Two coats of Red Primer & Two coats of Golden Yellow. , Fullplatform on driving side & two small platform on non driving side.(Monkey ladder &side railing shall be provided by civil) , PART- I : SUPPLY , Supply of Non-FlameproofTandem Operated ( 1 set consist of2 Nos of 5 Ton capacity cranes) 5 Ton capacityDoubleGirder Crab type EOT Crane with VVVF drive complete with long travel and cross travel movements as per technical specifications and as per IS: 807 / IS: 31774137 and other relevant IS standards of the latest revision.All drives should be provided with alternative parallel path with DOL starter for Main Speed only. Span:14.5 mts. ± 0.5 mtrs.to bechecked as per site condition ± Lift: 8.5 mts. Bay length: 73± 0.5 mtr (to bechecked as per site condition ± , Crane operating speeds , Main speed Micro speed , Main hoist:2.5m/min 0.25m/min , Cross travel :10m/min1.0m/min , Long travel: 15m/min 1.5m/min , Micro speedfor all motions : 10% of main speed through VVVF drives. , Provision of inching is to be incorporated in the drives. , Supply of shrouded bus bar system with double shoe copper current collections system complete with support tracks, cable loops, junction boxes and cable from main supply point to crane festoons with all necessary fixtures etc completeas per site condition (For 5 ton capacity crane as per above BOQ EOT 1.1) , Supply of material for Gantry Rails section 60 lb of prime material in length of 10 mts and above complete with mounting arrangement at the building over the crane girder including painting of rails with approximate colour code as approved by the dept as per site condition(For 5 ton capacity crane as per above BOQ EOT 1.1) , Supply of Non-FlameproofTandem Operated ( 1 set consist of2 Nos of 2 Ton capacity cranes) 2 Ton capacityDoubleGirder Crab type EOT Crane with VVVF drive complete with long travel and cross travel movements as per technical specifications and as per IS: 807 / IS: 31774137 and other relevant IS standards of the latest revision.All drives should be provided with alternative parallel path with DOL starter for Main Speed only. Span:17.5 mts. ± 0.5 mtrs.to bechecked as per site condition ± Lift: 5.5 mts. Bay length: 17.5± 0.5 mtr (to bechecked as per site condition ± , Crane operating speeds , Main speed Micro speed , Main hoist:2.5m/min 0.25m/min , Cross travel :10m/min1.0m/min , Long travel: 15m/min 1.5m/min , Micro speedfor all motions : 10% of main speed through VVVF drives. , Provision of inching is to be incorporated in the drives. , Supply of shrouded bus bar system with double shoe copper current collections system complete with support tracks, cable loops, junction boxes and cable from main supply point to crane festoons with all necessary fixtures etc completeas per site condition (For 2 ton capacity crane as per above BOQ EOT 2.1) , Supply of material for Gantry Rails section 50 mm sqr barof prime material in length of 10 mts and above complete with mounting arrangement at the building over the crane girder including painting of rails with approximate colour code as approved by the dept as per site condition(For 2 ton capacity crane as per above BOQ EOT 2.1) , Part-II: - ERECTION, TESTING AND COMMISSIONING , Erection, testing and commissioning ofNon FLP EOTTadem Opereated followingDouble Girder EOT Cranesincluding loaded testing and others mentioned in item S.No.EOT-1.1 to EOT-2.3 of Part-I as per the relevant IS standards and as mentioned in the technical specifications. , Erection, testing and commissioning ofNonFlameproof Tadem Opereated Double Girder EOT Cranes of 5 Ton capacity( 1 set consist of2 Nos of 5 Ton capacity cranes) mentioned in Items .No.EOT-1.1of Part-I with VVVF drive complete with long travel and cross travel movements as per technical specifications and as per IS: 807 / IS: 3177 and other relevant IS standards of the latest revision.including loaded testingAll drives should be provided with alternative parallel path with DOL starter for Main Speed only. Span:14.5 mts. ± 0.5 mtrs. Lift: 8.5 mts. Bay length: 73± 0.5 mtrto bechecked as per site condition ± , Erection testing and commissioning of shrouded type current collection system complete as per the item Sl No.EOT-1.2 of Part I over the crane bay including tapping of supply for electrical panel testing & handing over the crane as per the approved QA plan etc complete as per site condition. , Erection, testing & commissioning of Gantry rail section 60 Lb mentioned in item Sl No.EOT-1.3 of Part -I with mounting arrangementand fixing hardware etc., complete over the bay length to match the span of the crane within the permissible accuracy levels for span in height variation as per the QA Plan etc complete as per site condition. , Erection, testing and commissioning ofNonFlameproof Tadem Opereated Double Girder EOT Crane of( 1 set consist of2 Nos of 2 Ton capacity cranes)mentioned in Items .No.EOT-2.1of Part-I with VVVF drive complete with long travel and cross travel movements as per technical specifications and as per IS: 807 / IS: 3177 and other relevant IS standards of the latest revision.including loaded testingAll drives should be provided with alternative parallel path with DOL starter for Main Speed only. Span:17.5 mts. ± 0.5 mtrs. Lift: 5.5 mts. Bay length:17.5± 0.5 mtrto bechecked as per site condition ± , Erection testing and commissioning of shrouded type current collection system complete as per the item Sl No.EOT-2.2 of Part I over the crane bay including tapping of supply for electrical panel testing & handing over the crane as per the approved QA plan etc complete as per site condition. , Erection, testing & commissioning of Gantry rail section 50 mm sqr barmentioned in item Sl No.EOT-2.3 of Part -I with mounting arrangementand fixing hardware etc., complete over the bay length to match the span of the crane within the permissible accuracy levels for span in height variation as per the QA Plan etc complete as per site condition. , Supply of Test loads of 5 Ton along with Slings and D-shakles (Suitable for 5 Ton, loads of 5 ton -1 no, 1 ton-1 nos, 0.25 ton -1 nos , Supply of Test loads of 2 Ton along with Slings and D-shakles (Suitable for 2 Ton, loads of 2 ton -1 no, 0.5ton -1 nos , SUBHEAD-XXV : BOOM BARRIER: , Supply,Installation,Testing and commissioning of 6 mtr length Boom Barrier electromechanical hydraucally operatedopening and closing times can be adjusted between 3 to 6 seconds and speeds can be adjusted seperately through hydraulic adjusters in a closed circuit system optional emergency close option 2 seconds shall be available with 100% duty cycle with power supply unit,photo sensors,flashing lights on the boom ,push button for entry,exit & Remote control.This shall be along with safety features like Induction and safety loop etc with remote operating facility with remote control unit,along with 4 nos of photo cells with each boom barrier.The system shall be complete in all respects along with all fixing accessories and civil works , SUBHEAD-XXVI :ROADS/HARDSTANDING & DRAINS : , Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. , Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in all kinds of soils. , Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. , Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. , 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. , Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.With rapid setting bitumen emulsion. On W.B.M / W.M.M. @ 0.4kg/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 - 10 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 roller all complete. , 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 for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). , SUBHEAD-XXVII :EXTERNAL WATER SUPPLY SERVICES: , Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. , 25 mm dia nominal bore , 40 mm dia nominal bore , 50 mm dia nominal bore , 100 mm dia nominal bore , Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : , 50 NB , Making connection of G.I distribution branch with G.I mainof folloeing size by providing and fixing tee, inclding cutting and threading the pipe etc. complete: , 25 to 40 mm nominal bore , 50 to 80 mm nominal bore , Providing and fixing gun metal non- return valve of approved quality (screwed end) : , 25mm nominal bore , 40 mm nominal bore , 50 mm nominal bore , Supply,erection, testing and commissiong of C.I Air release valves flanged end type with bolts,nuts and rubber insertions etc., complete andof following sizes: , 25mm nominal bore , 50 mm nominal bore , Supply and Fixing of cast iron pipe line Route Marker for water supply Network system , Borewells , Geological Survey by specialist Agencies and submitting the report for number of poit surved and yield available , Drilling and developing of 61/2 inch dia Bore Wells by DTH method in any type of soil, Conducting yield test as per V Notch method and submission of yield report, including filling of filter media clamps, MS Cover etc., complete. , a) 0-60 mtrs , b) 61-100 mtrs , c) 101-200 mtrs , Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 150 mm Dia. , Providing HDPE pipe PE-80 grade (12.5 kg/ sq.cm) of 63 mm OD for bore wells. , Supply, erection, testing and commissioning of 3 Cu.m/hr at 70 m head submersible pump set 3Phase-415V, 50 Hz, 2 HP/ 12 stages, 2900 rpm as approved by Engineer in charge at site.(As per depth of base) , Supply, erection, testing and commissioning of Gun metal Check valve (Non return valve PN-10) conforming to IS 778 with screwed ends type with bolts, nuts and rubber insertions etc., complete and of following sizes: , a)50 NB , Supply, erection, testing and commissioning of Brass / GM / Bronze Air Release valves with threaded ends of following sizes: , a) 25 NB , Supply, erection, testing and commissioning of pressure gauges with range of 0-10 bar along with isolation cock and pipe for bore wells. , Supply, installation, testing and commissioning of weather proof type box (IP-55) made out of 2 mm thick CRCA sheet including painting with epoxy powder coating. The box shall be consisting of star-delta starter suitable for 3 Cu.m/hr and 200 meters head pumpmotor with MPCB, contactor, overload relay, ON/ OFF push button. ON/ OFF/ TRIP indications. Ammeter with resin cost Cts and selector switch, Voltmeter with selector switch. The box shall be suitable for terminating suitable cable. The box shall be mounted on suitable angle frame work of 450 mm height on a PCC pedestal including all materials, complete. , Providing maintenance free Earth station with consisting of 40 mm dia pipe standard length (as per equipment supplier) electrode capsule, filled with earth enhancing compound, sealed at both ends and brazed lead for connection at one end, suitable for direct installation at site, at a depth of 2.5 mtrs. Bentonite compound (as per equipment supplier) upto a depth of 2.0 meters around the electrode capsule. Brick chamber & CI Cover complete. , Supply and laying of following size strips including excavation and refilling of each when laid in ground and with all fixing accessories when laid inside the building including all necessary interconnections with earth station and equipments. , a) 25 x 5 mm hot dip galvanized iron strip , b) 8 SWG GI Wire , Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m in All kinds of soils , Supply, Laying, testing and commissioning of Medium grade G.I. Pipes conforming to IS 1239 Part - I including all necessary fittings etc., complete for sizes , a) 65 NB (Borewell to sump) , b) 50NB (Borewell) , c) 40NB (Borewell to sump) , d) 32NB , e) 25NB , Supply, Erection, testing and commissioning of Cast Iron Butterfly valves (Wafer type) (PN-10) above nd upto 50mm dia with necessary flanges, bolts, nuts etc., and gun metal gate valves from 40mm dia and below , a) 65NB(GM Gate Valve) , b) 50NB(GM Gate Valve) , c) 40NB(GM Gate Valve) , d) 32NB (GM Gate Valve) , e) 25NB (GM Gate Valve) , Constructing of Valve Chamber of size 750 x 750 x 1000mm deep comprising of 230mm thick brick walls in cement mortar 1:5 over a bed of 150mm thick PCC 1:4:8 alround beyond the masonry faces plastered with CM 1:3 mixed with approved water proofing compound as per manufacturers specifications, 13mm thick on internal, external, top surfaces, finished smooth with a floating coat of neat cement, providing and fixing painted light duty double seal CI frame and cover of size 600 x 450mm weighting not less than 52 kgs conforming to IS 1726 with locking arrangements, fixing the frame in RCC 1:2:4 including fabrication, form work, curing etc., complete all as specified and directed. , Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete (a) 50 to 80 mm nominal bore: , Providing and fixing gun metal non- return valve of approved quality (screwed end) :Vertical (a) 50 mm nominal bore . , Supply, laying and commissioning of following size 1.1KV grade PVC insulated flexible Copper conductor in the bore withall installation materials. The cable shall conform to IS 694 , a) 3C x4sqmm (copper ), pvc Flat Water proof cable. , Conducting water yield test without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. , Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. , 200mm clamp , SUBHEAD-XXVIII : EXTERNALELECRIFICATION , 11KV HT SWITCHGEAR INDOOR , Supply,Installation,Testing and commissioning ofthe following indoor floor mounted 11kv Rated VCB Panel in Metal Enclosure fabricated out of 14 swg sheet steelto be operated on 11KV,Three phase,50HZA.C Power supply .The panel is to be compartmentalised with individual compartments for Bus bars, Cable and CTs and Instrument and relay control Panel. The VCBshall behorizontal draw out single breakas per IS 13118.The short circuit fault level of the system shall be 350MVA- Indoor , 11 KV- H.TSWITCH GEAR PANEL - INDOOR , 11KV VCB panel withone noof1250A vcb -Indoor as Incomer and 3 Nos 800A VCB as out goings. , 11 KV H.T Switch Gear Panel (INDOOR TYPE) With 1 No. OF 1250 Vaccum Circuir breakerasIncomer. , CONSTRUCTION - The Switch Gear Panel shallbe compartmentalised Designed with cubicles fabricatedout of High Quality Sheet Steel. The panels shall be designed having the Following Segregations separately. , a) Busbar compartment , b) Cable and CT compartment , c)) Instrument and Relay Compartment , The clearances between phase to phase and phase to earth shall be provided in accordance with the relevant standards. The bus bars shall be supported by bus support insulators placed at regular intervals. , The panels shall be powder coated with epoxy base paint to give an aesthetically pleasing appearance. The paint shade shall be as per the requirement. , SAFETYFEATURES: , a) Mechanical Interlock and earth switch for out goings , b) Door interlock in service position. , INCOMING VCB PANEL , 11 , KV, 1250A, 26.2 KA,Horizontal Draw out type Vaccum Circuit breaker withmotor/manual spring charge mechanism and also with mechanical indications for breaker on /off/trip indications and also with Local Remote selector switch and with breaker TNC Switch. , CURRENT TRANSFORMER: (3 No’s) Cast Resin , Ratio 200-100- 5/5 A, Core 1: 15 VA, CI – 0.2 for Metering and 5P10 for protection. , METERING: ( 1set) , 96 Sq.mm Digital Ammeter with selector switch Digital type 0-200A. , POTENTIAL TRANSFORMER: (3 No’s) Cast Resin , Ratio 11000 V/ rt 3 / 110 v / rt 3 , 100 VA, CI – 0.2 for Metering and 3 P for Protection and also with 2 numbers of Under Volage relays. , OUTGOING VCB PANEL , 11 , KV, 800A, 26.2 KA,Horizontal Draw out type Vaccum Circuit breaker withmotor/manual spring charge mechanism and also with mechanical indications for breaker on /off/trip indications and also with Local Remote selector switch and with breaker TNC Switch.-Outgoing-4Nos , CURRENT TRANSFORMER: (3 No’s) Cast Resin , Ratio 75 /5 A, Core 1: 15 VA, CI – 0.2 for Metering and 5P10 for protection. , METERING: ( 1set) , 96 Sq.mm Digital Ammeter with selector switch Digital type 0-100A. , Digital Multi function Meter for KW,KWH,KVA, KVAR , COS PHI Parameters reading. , INDICATION LAMPS: , 1) TCH, Battery failure , Spring charge, discharge, ON, OFF and Trip Indication Lamps, Phase indication Lampsfor RYB.-(1 set) , CONTROL SWITCHES/PUSH BUTTON , Bus Bar with 1250 Amps Copper- (1 set) , COMMON FOR SWITCHGEAR: , Heater ON and OFF Switch with Space heater, single Phase switch socket and cubicle lamp for panel illumination, MCBs for AC/DC Control - (1 set) , MS sheet enclosure suitable for Indoor installation withoutgoing cable entry.- (1 set) , RelaysIncomer ; Undervoltage relays 2 nos,IDMT relay ,TCH and Master trip relay and also with 12 window annunciator , Power Pack - 1 No with necessary Interconnections. , Supply andcommissioning of 11KV earthed HT cable of size3 c x300 sqmm XLPE insulated armoured alluminium conductor cable as per IS 7098- Part 2 - 1983 , Supply andcommissioning of 11KV earthed HT cable of size3 c x185 sqmm XLPE insulated armoured alluminium conductor cable as per IS 7098- Part 2 - 1983 , Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 11 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. , Above 120 sq. mm and upto 400 sq. mm , Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 11 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required. , Above 120 sq. mm and upto 400 sq. mm , Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 11 KV grade of following size on cable tray as required. , Above 120 sq. mm and upto 400 sq. mm , Supply, Installation, Testing and commissioning of 11 KVearthed heat shrinkable end termination kit of 11 KV earthed XLPE insulated armoured alluminium conductor HT Cable of size 3 c x 300sqmm ( Indoor Termination Kit). , Supply, Installation, Testing and commissioning of 11 KVearthed heat shrinkable end termination kit of 11 KV earthed XLPE insulated armoured alluminium conductor HT Cable of size 3 c x 185sqmm ( Indoor Termination Kit). , Supply and Installation ,Commissioning of HT Straight through Joint Kit for 3 C x 300 Sqmm EarthedXLPE insulatedarmoured alluminium conductor cable. , Supply, Installation, Testing and commissioning of 1000KVA, 11kv / 433 v, 3 PHASE, 50 Hz, Dyn 11 ,outdoorANAN Resin cast dry typeTransformerwithon load tap changer, RTCC panel, AVR andHT Side marshalling box for termination of 11 kv grade , 3 c x 300 sqmm XLPEinsulated alluminium conductor screeened cable and LT side provision for connecting sandwich type of Alluminium bus trunking system of 1600 A capacityas per IS 11117 etc , LT SANDWICH TYPE BUS DUCT , Supply, Installation, Testing and commissioning of 415 V, 50 Hz, A.C, 1600 A, Three phase and neutral Sandwhich type Alluminium bus bars Bus trunking system with necessary fixing Clamps and Jointing accessories including all required horizontal and vertical bends, tees for outdoorApplicationIp -65( Transformer feeder Incomer ) .As p-er IS ; 8623 Part 1 & 2. , M.V.PANELS , Supply,Installation Testing Commissioning of following TTA PANEL.Supply, erection, testing and commissioning of 415V, 3 phase 4 wire 50 c/s Main LT Panel at Substation fully compartmentalized cubical type, as per the standards IEC61439-1&2 as tested assembly (TTA) ,tested for impulse voltage 8 KV,IP 42 fabricated CRCA sheet steel of 2 mm thick for frame work and covers, 3 mm thick for gland plates i/c cleaning & finishing complete with 7 tank process for powder coating in approved shade, having required capacity extensible type FP bus bars of high conductivity, DMC / SMC bus bars of high conductivity, DMC/ SMC bus bar supports, with short circuit withstand capacity of 35KA for 1 Sec., bottom base channel of MS section not less than 100 mm x 50 mm x 5 mm thick, fabrication shall be done in transportable sections, Form of separation shall be form 4b with metallic separation only entire panel shall have a common copper earth bar of size 25 mm x 5 mm at the rear with 2 Nos. earth stud, solid connections from main bus bar to switch gears with required size of bus bars, interconnection, interlocking between feeders etc.,with indication lamps, push buttons necessary accessories, complete with following incoming and outgoing switchgears with protection and metering etc. as per specification and schematic diagram including provision to be made for interfacing with BMS etc. complete as required, with incoming & outgoing cable entry from bottom/top and bus-duct entry from top, wiring with 2.5sq. mm. FRLS insulated copper conductor , cable alleys, PLC cable gland i/c providing following switch gears All ACBs should have Ics=Icu=Icw for 1 sec All MCCBs shall be rating for 25kA (Ics=Icu). All MCCBs above 63A should be provided with Copper Spreader Terminals Marshalling Bay To Be Provided for BMS Operation Approval shall be taken for each panel before fabrication. PLC based control with 100% hot redundant PLC arrangement with touch-screen LCD / LED display board (min. 8 Diag size)along with all accessories for complete automatic, manual andHMI controls & indication. Energy Management Software wth necessary cabling shall be in scope, nos. of breaker / Meters to be connect with energy management software shall be inform by Engineer In Charge. , MAIN MVPANEL - 1- Indoor , Incomer 1,3,4 : 3 Nos of 1600 A, 4P. EDO ACB, 50KA,shallbe supplied with S/C,E/F,O/C AND INSTANTANEOUS TRIP RELAY UNIS WITH TIME DELAY SETTINGS. , 2A, control MCB - 9 Nos. , RYB indicating lamps - 3 sets , Voltmeter (0-500V) with selector switch - 3 sets , Ammeter (0-1600A) with selector switch - 3 sets , 1600/5A, CL-1, 15VA CTs with resin cast- 3 nos. , A Single CT with ratio of1600 / 5 A , 15 VA, 5 P 10 ,CT for feeding APFC relay of APFC panel. ( For 3 Nos of Incomers ) , Bus Coupler : 3 Nos of 1600 A, 4P. EDO ACB, 50KA,shallbe supplied with S/C,E/F,O/C AND INSTANTANEOUS TRIP RELAY UNIS WITH TIME DELAY SETTINGS. , Incomer 2 : 1 No of 1250 A, 4P. EDO ACB, 50KA,shallbe supplied with S/C,E/F,O/C AND INSTANTANEOUS TRIP RELAY UNIS WITH TIME DELAY SETTINGS. , 2A, control MCB - 3 Nos. , RYB indicating lamps - 1 sets , Voltmeter (0-500V) with selector switch - 1 sets , Ammeter (0-1250A) with selector switch - 1 sets , 1250/5A, CL-1, 15VA CTs with resin cast- 1 nos. , A Single CT with ratio of1250 / 5 A , 15 VA, 5 P 10 ,CT for feeding APFC relay of APFC panel. , Outgoing , 1250A, 3P, 50KA, EDO ACB - = 2 Nos , 800A, 3P, 50KA, EDO ACB - = 3 Nos , 630A, 3P, 50KA, EDO ACB - = 3 Nos , 250A, 3P, 35KA, MCCB, -=1 No , 200A, 3P, 35KA, MCCB, -=1 No , 160A, 3P, 25KA, MCCB, -=2 Nos , 63A, 3P, 16KA, MCCB, -=3 Nos , Surge Protection Device - 1 No , 63 A, 3P, 16KA, MCCB, -= 1 No and also with 20 A TPNMCB as outgoings 3 Nos with timer circuit for controlling of street lights and the timer should be with required24 hors clock settings. , Bus Bars : 1600A, 3Ph, 4 wireTPN , 50Hz, aluminium bus bars , Metering Instruments ; Load Manager in the Incomer and ACB/ MCCB on , off , Trip Indication Lamps and with Breaker Status indication Lamps and also with Phase indication Lamps. , Earth Bus; To be provided at the bottom of the Panel of Gi Strip , MAIN BUILDING PANEL- INDOOR , Incomer: 1 No of 1250 A, 4P. EDO ACB, 50KA,shallbe supplied with S/C,E/F,O/C AND INSTANTANEOUS TRIP RELAY UNIS WITH TIME DELAY SETTINGS. , 2A, control MCB - 3 Nos. , RYB indicating lamps - 1 sets , Voltmeter (0-500V) with selector switch - 1 sets , Ammeter (0-1250A) with selector switch - 1 sets , 1250/5A, CL-1, 15VA CTs with resin cast- 1 nos. , A Single CT with ratio of1250 / 5 A , 15 VA, 5 P 10 ,CT for feeding APFC relay of APFC panel. , Outgoing , 630A, 3P, 50KA, EDO ACB - = 2 No , 630A, 3P, 50KA, MCCB - = 2 Nos , 250A, 3P, 35KA, MCCB, -=3 Nos , 200A, 3P, 35KA, MCCB, -=2 Nos , 63A, 3P, 16KA, MCCB, -=3 No , Surge Protection Device - 1 No , Bus Bars : 1250A, 3Ph, 4 wireTPN , 50Hz, aluminium bus bars , Metering Instruments ; Load Manager in the Incomer and ACB/ MCCB on , off , Trip Indication Lamps and with Breaker Status indication Lamps and also with Phase indication Lamps. , Earth Bus; To be provided at the bottom of the Panel of Gi Strip , APFC PANEL INDOOR TTA PANEL - 300KVAR , Supply,Installation,Testing andCommissioning of APFC PANEL with Automatic power factor control relay and with 2 nos of 50 kvar capacitor banks and 25 kvar capacitor banks 8 nos with the following incoming and out goings.. The Panel is to be installed in Indoor. The panel is to be supplied with necessary power and control wiring required for the automatic operation of Power factor control. , INCOMER , 630 A, 4 P , 50KA MCCB with O/c, S/c,E/f Protection Microprocessore Relay Unit , 2A, control fuse - 3 Nos. , RYB indicating lamps - 1 set , Voltmeter (0-500V) with selector switch - 1 set , Ammeter (0-630A) with selector switch - 1 set , 630/5A, CL-1, 15VA CTs with resin cast- 3 nos. , Outgoing , 125 A, 3P, SDF , - 2No , 63 A, 3P, SDF , - 8 No , Bus Bars : 630A, 3Ph, TPN, 50Hz, aluminium bus bars , Metering Instruments ; Multi Function Meter in the Incomer and SDFon , off , TRIP Indication Lamps and with Breaker Status indication Lamps and also with Phase indication Lamps , Earth Bus; To be provided at the bottom of the Panel of copper , The panel is to be supplied with Required capacity Capacitor Banks as per BOQ quantity and also with required capacity over load relays,contactors ,Switch disconnecting fuses and also with APFC relay control wiring for manual and Auto operation. , EARTHING , Providing and fixing of maintenance free earthing which consists of 40 mm Dia, 3 mtr length (as per Equipment Supplier) electrode capsule,filled with earth enhancing compound,sealed at both ends and brazed lead for connection at one end suitable for direct installation at site at a depth of 2.5 mtr.Bentonite compound upto a depth of 2.0 mtr around the electrode capsule and also wih brick chamber and cast Iron cover etc complete including excavation in all types of soil. , Providing and fixing of maintenance free earthing which consists of 65 mm Dia, 3 mtr length (as per Equipment Supplier) electrode capsule,filled with earth enhancing compound,sealed at both ends and brazed lead for connection at one end suitable for direct installation at site at a depth of 2.5 mtr.Bentonite compound upto a depth of 2.0 mtr around the electrode capsule and also wih brick chamber and cast Iron cover etc complete including excavation in all types of soil. , Supply and fixing of following earth strips/ conductors.The scope incudes supply and fixing of copper lugs wherever found necessary, brass bolts, nuts and washers for fixing arrangement etc., (from earth station to main panel). , 50x5 MM G.I.Flat , 25 x3 MM GI Flat , 50 x 6MM Copper Flat , 6SWG G.I.Wire , Cable Trays , Supply and fixing of following size GIPerforated type cable tray made out of 2mm thick sheet including MS supports for fixing the tray, anchor fasteners etc complete as required.Including with GI covers. , 600mm wide , 300mm wide , SAFETY ITEMS , Supply, Installation, Testing and commissioning of the Follwing Safety itemsas per standrads and specification. , Fire Extinguishers- 5 KG CAPACITY CO 2 Confirming to IS 2878 fitted with discharge bend pipe and horn , Rubber Mats 11 KV , 2 Mtr x 1 Mtr , Rubber Mats 415 V , 2 Mtr x 1 Mtr , Shock treatment Chart with frame and glass , First Aid Box , Sand Bucket with stand with 3 Nos of buckets and also with canaopy. , 415 V Danger Boards , 11 kv Danger Boards , Single Line Diagram with frame and glass. , Supply, testingand commissioning of following size 1.1KV grade XLPE insulated armoured aluminium conductor cable. The cable shall conform to IS 7098/ Part-II. , 3.5C X 400Sq.mm , 3.5C X 300Sq.mm , 3.5C X 240Sq.mm , 3.5C X 185Sq.mm , 3.5C X 150Sq.mm , 3.5C X 95Sq.mm , 3.5C X 70Sq.mm , 3.5C X 50Sq.mm , 3.5C X 25Sq.mm , 4C X 16Sq.mm , Copper armoured control cables , i) 4C X 2.5Sq.mm , ii) 7C X 2.5Sq.mm , iii) 19C X 2.5 Sq.mm , Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. , Upto 35 sq. mm , Above 35 sq. mm and upto 95 sq. mm , Above 95 sq. mm and upto 185 sq. mm , Above 185 sq. mm and upto 400 sq. mm , Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required. , Upto 35 sq. mm , Above 35 sq. mm and upto 95 sq. mm , Above 95 sq. mm and upto 185 sq. mm , Above 185 sq. mm and upto 400 sq. mm , Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required. , Upto 35 sq. mm , Above 35 sq. mm and upto 95 sq. mm , Above 95 sq. mm and upto 185 sq. mm , Above 185 sq. mm and upto 400 sq. mm , Providing Indoor ordinary end terminations for thefoollwing 1.1 KV grade XLPE insulated armoured alluminium conductor cables with compression type steel gland, Bi-metallic lugs using crimping tool, Insulation tape, Identification tags etc., including end termination and Earthing of Gland with 8SWG GI Wire. , 3.5C X 400Sq.mm , 3.5C X 300Sq.mm , 3.5C X 240Sq.mm , 3.5C X 185Sq.mm , 3.5C X 150Sq.mm , 3.5C X 95Sq.mm , 3.5C X 70Sq.mm , 3.5C X 50Sq.mm , 3.5C X 25Sq.mm , 4C X 16Sq.mm , End terminations of Copper armoured control cables including supply and fixing of crimping type copper lugs. , i) 4C X 2.5Sq.mm , ii) 7C X 2.5Sq.mm , iii) 19C X 2.5 Sq.mm , SUBHEAD-XXIX : AREA LIGHTING : , Supply and erection of steel stepped and swaged tubular poles of 9 mtr long(410 SP25) (1.5 mtr below ground) with base plate earthing studs 1.5 mtr out reach single /Double arm , FRP terminal Box 2 Nos of 40 mm Dia Class B G.I Pipe ,0.5 mtr Longfor incoming and outgoing cables including excavation in all types of soil ,PCC 1:2:4 ,PCC Pedestal with painting with black bitumen paint inside the coping for embedded portion and two coats of Zinc chromite primer and two coats of Alluminium paint externally for length above the ground.The pole shall be with FRP junction box consisting of 10A MCB.The wiring from Junction box to Light fixture shall be carried out with 3 Core 2.5 Sqmm Copper conductor flexible cable. , The Street Light Pole shall be fixed with 70W LED street Light fixture including supply of controlgear / driver and lamp(Make : Cat No.LR02-102-XXX-57-G2,WIPRO MAKE / CAT NO - Greenline V2 (BRP410) Philips/equivalent make.) , Supply and erection of 65 mm Dia, Class B GI Pipe of 3 mtr. long with base plate, earthing studs, 3 phase and neutral loop-in and loop-out box as per specifications, 2nos 50mm dia,1.5mtr. long GI bent pipes for incoming and outgoing cables, including excavation , 1 :2 : 4PCC Pedestal etccomplete. The pole shall be with Junction box consisting of MCB.The Junction box shall be of weather proof. The wiring from Junction box to Light fixture shall be carried out with 3core 2.5sq.mm flexible copper conductor cable. The Pole shall be fixed withweather proof 72W LED ( Philips Cat No :BRP046 LED 30 CW MR S1 PSU GR/equivalent) Light fixtureincluding supply of driver and fixing clamps etc complete. , Supply, testingand commissioning of following size 1.1KV grade XLPE insulated armoured aluminium conductor underground cable. The cable shall conform to IS 7098/ Part-II. , 4Core10sq.mm , Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required , Upto 35 Sqmm , Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required. , Upto 35 Sqmm , ProvidingEnd terminations for the following size of 1.1 KV grade XLPE insulated armoured alluminium conductorcablewith compression type steel gland, alluminumlugs using crimping tool, Insulation tape, Identification tags etc.,complete , 4Core 10 sq.mm , Providing Spiral coil earthing with 8 SWG GI wire including spreading of salt and charcoal as per IS 3043/87 with latest amendments. , Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, weather proof MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar,neutral bus bar, earth bar, din bar, interconnections, powderpainted including earthing etc. as required. (But without MCB/RCCB/Isolator) , 4 way (8 + 12), Double door , Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuitbreaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. , 40A , Supplying and fixingof 6A to 32A rating 240/415V,10kA , C Curveminiature circuit breaker suitable for inductive load of following polesin the existing MCB DB complete with connections ,testing and commissioning etc complete. , Single Pole , Supply and Commissioning of thefollowing type Fluorescent/ Compact fluorescentlight fixtures on wall/ Ceiling including all fixing accesssories such as leads, etc complete as required. The Fluorescent/CFL fixtures shall be complete with Low loss copper ballast PF improvement capacitor, Bipin Rotor type lamp holder,starter, starter base, all prewired upto the terminal block. All fixtures shall besupplied with lamps. The Catalogue Numbers refers to Philips Make. , 40 W Bulk Head Light Fixture Outdoor , (PhilipsCat No WT1 40W LED 7S NW PSU S1 PC /Equivalent as per approved makes)) , 150WLED Flood Light Fixture outdoor with alluminium die cast housing and also includind driver with fixing clamps etc complete , (PhilipsCat No BVP283 LED240 CW FG SY5NB 200W V1 /Equivalent as per approved makes)) , Installtionof Fluorescent/ Compact fluorescentlight fixtures on wall/ Ceiling including all fixing accesssories such as leads, etc complete as required. , SUBHEAD-XXX :SEWAGE DISPOSAL : , Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m in All kinds of soils. , Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. , PVC SWR PIPES , Providing, laying and jointing PVC/ SWR Pipes conform to IS:13592-1992 of Type-B on sand cushion at bottom and around the pipw and testing of joints etc. complete : , 100 mm dia PVC/SWR Single Socket , 150 mm dia PVC/SWR Single Socket , Providing and fixing square-mouth PVC gully trap conform to IS:13592-1992 complete with brick masonry chamber around as per standard design : , 100x100 mm PVC Gully trap with Sewer bricks conforming to IS : 13592-1992. , Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : , Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), With Sewer bricks conforming to IS : 4885. , Extra for depth for manholes : , Size 90x80 cm, With Sewer bricks conforming to IS : 4885 , Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design, With 20x20 mm square bar. , Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design, With common burnt clay F.P.S. (non modular) bricks of class designation 3.5. , Supply and positioning of ready made polyethylene septic tank of size 2.3M long 1.3M dia 16mm shell thickness with 2/3 chambers and 2Nos manholes of size 550mm dia and 100mm/160mm dia inlet outlet pipe and airvent pipe 50mm dia of make United Septic tank Design Reg.No 173352 Type-4 , SUBHEAD-XXXI : ARBORICULTURE : , TREE PLANTATION , Digging pits in all type of soils and refilling the same with the good earth (excavated / imported) & manure (organic manure/cow dung/sludge) in the ratio of 3:1 (03 part of stacked volume of manure). Cost of manure / sludge and good earth if needed to be paid separately, after reduction of 20% of stacked volume of good earth &8% stacked volume of manure. Each pit to be mixed with antitermite chemical / granules, Thimet 10G @100-200 am/pit , (I) AVENUE / FLOWERING TREES / Palms , a) 1mts x 1mts x 1mts (L X W x D ) , b) Each pit to be added with 100gms of Thimet 10 g granule, to control termite attack. (Repeat the treatment after 06 months, if termite persists). Flooding the pit basin with water, dressing including removal of rubbish & surplus earth, if any, with all lead & lifts , c) Supply and plantation of approved varieties of healthy, disease free, stout stem & well developed root system tree sapling of, 5-6 height, with a clear minimum height of 4-5 from basin / ground level, after plantation. Staking the tree sapling upto 3/4 height with appropriate strength of bamboo stick. Lower 1 feet of stake portion should be treated with antitermite chemical , i) Phonix Palm , ii) Red Palm , iii) Golden Palm , iv) Fox Tail Palm , v) Areca Palm , d) Maintenance of tree sapling, after plantation for 30 days or more as minimum guarantee period, for well establishment of tree sapling. Stacking to be continued till tree sapling attains the stem strength. Replacement of saplings casualties immediately , LAWM PLANTATION , a) Preparation of ground by trenching in all type of soils upto a depth of 30cm including removal & stacking of serviceable material than disposing the surplus soil with all lead & lifts, by spreading and leveling neatly. Making up the trenched area well leveled by filling with additionally supplied earth (if needed). , b) Now rough dressing of trenched ground including breaking clods & flooding with water. , c) After 10-15 days removal of weeds / unwanted grass (motha etc) with roots & disposal of uprooted material, stone rubbish etc., with all lead & lifts. , d) Then fine dressing of ground. Spreading and mixing with the good earth (excavated / imported) & manure (organic manure / cow dung / sludge) in the ratio of 8:1 (08 part of stacked volume of good earth if needed to be paid separately, after reduction of 20% of stacked volume of good earth & 8% stacked volume of manure. The area to be mixed with antitermite chemical / granules, Thimet 10G @ 100-200gm / sqmts. If termite persists repeat the treatment after 06 months by surface spreading the chemical. , e) Supply of grass and planting by dibbling the area including watering & maintenance of lawn for 30 days or more till grass forms a thick lawn cushion free from weeds , i) With Bermunda grass (15cm x 15cm apart) , ii) Carpet of grass turfing , iii) Supply & turfing of artificial lawn , iv) After ward maintenance of lawn area, green & weed free for 01 year with standard specification , SHRUB PLANTATION (SOLO) , Digging pits in all type of soils and refilling the same the good earth (excavated / imported) & manure (organic manure / cow dung / sludge) in the ratio of 5:1 (05 part of stacked volume of manure). Cost of manure / sludge and good earth if needed to be paid separately, after reduction of 20% of stacked volume of good earth & 8% stacked volume of manure. Each pit to be mixed with antitermite chemical / granules thimet 10G @50-100gms / pit , i) Pit size 0.60mts x 0.60mts (Dia x Depth) , ii) Pit size 0.45 dia x 0.60mts Depth , b) Supply & plantation of shrub and / or rose sapling to pit, appropriate stacking & initial maintenance for 30 days. Replacement of sapling casualties immediately. , c) Afterward 01 year maintenance as per standard specification , SHRUBBERY PLANTATION - (SHRUBS IN GROUPS) , Digging beds in all type of soils and refilling the same with the good earth (excavated / imported) mixed with antitermite chemical / granules @100gm/sqmts) & manure (organic manure / cow dung / sludge) in the ratio of 5:1 by volume (05 part of staked volume of good earth & 1 part of stacked volume of manure). Cost of manure / sludge and good earth if needed to be paid separately, after reduction of 20% of stacked volume of good earth &8% stacked volume of manure , i) L X W X 0.60 mts depth , b) For roses, rose mixture @500gms / sq mts to be used additionally, before plantation , c) Termite treatment - Thimet 10G granules @100 gms / Sqmts , d) Supply & plantation of shrub sapling to pit, appropriate stacking & initial maintenance , e) Afterward 01 year maintenance as per standard specification , HEDGE PLANTATION , a) Digging trenches of approved / desired size of L X W (45-50cms) X D (30-60cm) in all type of soil. Refilling the trenches with good earth (excavated / imported) mixed with manure (cowdung / sludge / dump) in the ration of 5:1 (05 part of good earth and 01 part of manure by stacked volume). Cost of manure / sludge and good earth if needed to be paid separately, after reduction of 20% of stacked volume of good earth &8% stacked volume of manure. Fore Termite treatment add Thimet 10G granules @ 100gms / running mts. Flooding the trench with water and than rough & fine dressing of trenched area including removal of undesirable weeds & vegetation. , b) Supply & plantation of approved varieties of hedge plant saplings. It should be well grown, fully established & disease free. Sapling height & density as follows , i) Hedge with sapling height -0.45 mts to 0.60mts (After Plantation) , ii) Density - @07 Nos plants / running meters (staggered condition) , c) Maintenance the hedge by regular watering, trimming & pruning etc for 30 days initially. Replacement of sapling casualties immediately , d) Afterward maintenance of hedge length for 01 (one) year as per standard maintenance specification , GROUND COVER , Digging of ground cover marked area upto a depth of 30 cms in all type of soils. Refilling the same with (excavated / supplied) good earth mixed with manure (organic / cow dung / sludge) in the ration of 8:1 (08 part of good earth *01 part of manure by stacked volume). Cost of manure / sludge and good earth if needed to be paid separately, after reduction of 20% of stacked volume of good earth & 8% stacked volume of manure. For Termite treatment add Thimet 10G granules @100 gms/Sq mts. Flooding with water the entire area. Rough & fine dressing of the ground cover bed area and removal of weeds & unwanted vegetation & its disposal , b) Supply and plantation of approved / desired ground cover plant varieties, well established, fully grown, disease free and good foliage. Plantation density should be @36 ground cover plants / square metre, or less as desired or decided by site incharge. Maintenance of all the ground cover area for 30 days till the plants establish well. , c) Regular maintenance afterward for 01 year as per standard specification , FLOWER BED PREPARATION , Digging of FLOWER BED marked area upto a depth of 30 cms (Canna Beds - 60cms depth) in all type of soils. Refilling the same with (excavated / supplied) good earth mixed with manure (organic / cowdung/ sludge) in the ration of 5:1 (05 part of good earth & 01 part of manure) . Cost of manure / sludge and good earth if needed to be paid separately, after reduction of 20% by stacked volume of stacked volume of good earth & 8% stacked volume of manure. For Termite treatment add Thimet 10G granules @100gms / sq mts. Flooding the entire with water. Rough & fine dressing the flower bed area and removal of weeds & unwanted vegetation & its disposal with all lead and lifts , a) SEASONAL FLOWERING BED SIZEFORMAL STYLE - Lx1.0mts width, INFORMAL STYLE - Any style as desired , b) Supply & plantation of seasonal flowers sapling @36 seedlings / sq mts (minimum three times in a year) , i) BUL BOUS / CUTTINGS - FLOWERING - Dahalia Plants @16 plants / Sqm) Winter , c) Maintenance of flower beds regularly upto 1 year as per standard specifications. Replacement of casualty immediately , MOUND , Preparation of mounds of various size and shape by available excavated / supplied earth in a layers not exceeding 20cm in depth, breaking clods, watering of each layer, dressing etc with all lead & lifts complete as per direction of Officer in charge. Cost of manure / sludge and good earth if needed to be paid separately, after reduction of 20% of stacked volume of good earth and 8% stacked volume of manure , BRICK EDGING , Edging with bricks (Class I) laid in PCC (1:2:4) length wise, including required excavation, refilling, consolidating withhand packing and spreading surplus earth neatly within all lead and lifts , Brick Paving : Supply and Paving of wire cut bricks on sand bed , Terracotta Pot : Terracotta Pots of height 4 & width 1m made with 8mm rod chicken mesh with cement mortar complete , PVC Pipe Line : Supply & laying of 63mm dia PVC pipeline of ISI including excavation of outlet back filling of trenches of 0.60m depth fixing with all accessories and providing outlet wherever required backfilling of trenches etc complete , Supply & erection of 2 Hp pump with all accessories including panelboard etc , Supply, erection, testing and commissioning of 1.5sqmm 3 core copper cable , GOOD EARTH / AGRICULTURE SOIL , a) Supply and stacking of good earth / agriculture soil from approved source / field ; of approved quality / pH & suitable for plantation work with all leads, lifts, carriage and royalty / taxes etc. Cost of good earthto be paid separately, after reduction of 20% of stacked volume of good earth , b) Cattle manure : Supply of cattle manure , Note:- Where Ever Written for Sand Should be Read as Manufacture Sand
Contract Date: Feb 25, 2025 Contract Value : ₹ 47.47 Crore
Statutory Bodies & Commissions/Committees No of Bidders 3
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40.
Civil Aviation #5257945 AOC
Tender For Resurfacing Of Colony Roads Of Aai Residential Quarters At Shillong Airport, Shillong; 1 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means Over Areas ( Exceeding 30 Cm In Depth, 1.5 M In Width Aswell 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.All Kinds Of Soil 2 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 ) : 8 Graded Stone Aggregate 40 Mm Nominal Size ) 3 Demolishing Cement Concrete Manually / By Mechanical Means Including Disposal Of Material Within 50 Metres Lead As Per Direction Of Engineer - In - Charge. Nominal Concrete 1:4:8 Or Leaner Mix ( I / C Equivalent Design Mix ) 4 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For :A ) Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete 5 Providing And Laying Non Pressure Np-4 Class ( Heavy Duty ) R.C.C. Pipes Including Collars / Spigot Jointed With Stiff Mixture Of Cement Mortar In The Proportion Of 1:2 ( 1 Cement : 2 Fine Sand ) Including Testing Of Joints Etc. Complete A ) 600 Mm Dia Rcc Pipes. 6 Providing And Applying Tack Coat Using Bitumen Emulsion Conforming To Is:8887, Using Emulsion Pressure Distributer Including Preparing The Surface & Cleaning Withechanical Broom. With Rapid Setting Bitumen Emulsion A ) On W.B.M / W.M.M. @ 0.4Kg / Sqm 7 Providing And Applying Tack Coat Using Bitumen Emulsion Conforming To Is:8887, Using Emulsion Pressure Distributer Including Preparing The Surface & Cleaning Withechanical Broom. With Rapid Setting Bitumen Emulsion A ) On Bituminous Surface @ 0.25Kg / Sqm 8 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 Equiped 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 Specificatons And Directions Of E Ngineer-In-Charge.A ) 50 To 100 Mm Average Compacted Thickness With Bitumen Of Grade Vg-30 @ 3.50% ( Percentage By Weight Of Total Mix ) Prepared In Batch Type Hot Mix Plant Of 100-120 Tph Capacity 9 4 Cm Thick Bitumastic Sheet With Hot Bitumen Of Approved Quality, Using Stone Chippings ( 60% With 12.5 Mm Nominal Size And 40% With 10 Mm Nominal Size ) @ 2.60 Cum Per 100 Sqm And Coarse Sand @ 2.60 Cum Per 100 Sqm Of Road Surface And With Bitumen @ 56 Kg / Cum Of Stone Chippings And @ 128 Kg / Cum Of Sand Over A Tack Coat With Hot Straight Run Bitumen, Including Consolidation With Road Roller Of 8 To 10 Tonne Etc. Complete. ( Tack Coat To Be Paid Separately ) :A ) With Paving Asphalt Grade Vg - 30 With No Solvent 10 Painting Road Surface Marking With Adequate Nos Of Coats To Give Uniform Finish With Ready Mixed Road Marking Paint Conforming To Is : 164, On Bituminous Surface In White / Yellow Shade, Including Cleaning The Surface Of All Dirt, Scales, Oil, Grease And Foreign Material Etc. Complete. New Work ( Two Or More Coats ) 11 Brick Work With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 In Foundation And Plinth In:Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 12 12 Mm Cement Plaster Finished With A Floating Coat Of Neat Cement Of Mix :1:4 ( 1 Cement: 4 Fine Sand ) 13 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For :A ) Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete
Contract Date: Jan 17, 2024 Contract Value : ₹ 29.49 Lakh
Boards / Undertakings / PSU No of Bidders 2
Meghalaya View Result →
41.
Defence #4965339 AOC
Bids Are Invited For Laying Of Volleyball Court-Synthetic Surface With Chain Link Fence, Poles And Allied Accessories - Earthwork In Excavation By Manual Means Over Areas ( Exceeding 30Cm And Upto 1.5 Mtrs In Width As Well As 10Sqm. All Kinds Of On Plain ) Including Disposal Of Excavated Earth, Disposed Earth To Be Leveled And Neatly Dressed In All Soil With All Leads & Lifts. , Construction - Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering. All Works Upto Plinth Level 1:4:8 Mix ( 1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregates ) 40 Mm Nominal Size ( Crushed ) Including All Carriages. , Treatment - Treatment Of Soil For Anti Weed By Way Of Injecting Chemical Emulsion For Anti Weeding In 1:20 Ratio In Holes @30Cm C / C. , Consolidation - Consolidation Of Sub Grade With Prr Of 8-10 Tonne Capacity. , Supply - Supply, Stacking And Laying Of Graded Stone Aggregate / Water Bound Macadam With Specified Aggregate, Screening & Biding Material, Careening Sorting, Spreading To Template And Consolidation With Prr 8-10 Tonne Capacity Including Cost Of Bidders Screening And All Carriages Complete All Respects. ( 63-45Mm ) Size. , Provision - Providing And Applying Tack Coat Using Hot Straight Run Bitumen Of Grade 80 / 100 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 W.B / M. @ 0.75 Kg / Sqm. , Provide - Providing And Laying Premix Bituminous Macadam Base-Course With Stone Aggregate Of Quality, Size And Grading As Specified In Cpwd Specifications And Straight Run Bitumen Of Grade 80 / 100 @4% By Weight Of Total Mix Including Hot Mixing Stone Aggregate And Bitumen In Hot Mix Plant, Transporting Mixed “Material And Laying Mixed Material With Paver Finisher To The Required Level And Grade, Rolling With Road Roller Of 8 To 10 Tonne Capacity To Achieve The Required Compaction And Density. 50 Mm Compacted Thickness Quarry. , Items - 2.5Cm Thick Premix Carpet Surfacing With 2.55Cum And 1.2 Cum Of Stone Chipping Of 13.2Mm And 11.2Mm Size Respectively Per 100Sqm And 52 Kg And 56 Of Hot Bitumen Per Cum Of Stone Chipping Of 13.2Mm And 11.2Mm Size Respectively Including A Tack Coat With Hot Straight Run Bitumen Including Consolidation With Road Roller Of 6-9 Tonne Capacity Etc Complete With Paver Asphalt 80 / 100 With 70Gm Solvent Per Kg With Solvent At The Rate Of 70Gms Per Kg If Asphalt. , Material - Providing And Laying Of Seal Coat Of Premixed Fine Aggregate With Bitumen Using 1.28Kg Of Bitumen Of 80 / 100 Grade Per Cum Of Fine Aggregate And 0.60Cum Of Fine Aggregate Per 100 Sqm Of Road Surface Including Rolling And Finishing With Road Roller All Complete. , Installation - Providing And Laying Of Synthetic Coating To Smoothen Surface In Eight Layers. ( I ) Two Layer For Resurfacer. ( Ii ) Four Layer For Cushioning ( Rubberised ) . ( Iii ) Two Layer Of Color Coating Acrylic Rubber Paint. ( Iv ) Line Marking As Per Iso 9001 & 2015 Certified. , Foundation - P / L Of Cement Concrete In Position With 1:3:6 Mix In Foundation Upto Plinth Level With 20Mm Nominal Age Size. , Shuttering - Centering & Shuttering Including Strutting, Propping Etc. And Removal Of Form Work. Walls Of Any Thickness Including All Carriages. , Plastering - 15Mm Thick 1:6 Mix Cement Plaster Including All Carriages. , Poles - Supplying And Fixing Of Volleyball Poles And Net As Per Fiva Specifications Complete Job ( Adjustment ) , Chain - Installation Of Chain Link Fence Outer Site Of Volleyball Court , Note - Note :-Any Tropical Error Shall Be Consider As Per Sanction Of Rates / Estimates. Total Quantity : 1
Contract Date: Ref. Documents Contract Value : ₹ 14.99 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 7
Jammu And Kashmir View Result →
42.
Rural Development #3804968 AOC
Supplying Various Material To Grampanchayat At Perane Tal Haveli Dist Pune- 1 Civil Material 2 Cement 3 Crush Sand 4 Crush Metal 10Mm 5 Crush Metal 12Mm 6 Crush Metal 6Mm 7 Crush Metal 20Mm 8 Crush Metal 40Mm 9 Crush Metal 60Mm 10 Crush Metal 80Mm 11 Hand Broken Metal 80Mm / 60Mm 12 Hard Murum 13 Water Tanker ( 10, 000 Litre ) 14 Skilled Labor 15 Unskilled Labor 16 Trimix Treatment With Labour 17 Groove Cutting With Padded Bitumen Filling 18 Mobile Concrete Mixer 2.2 Cum 19 Vibratory Roller 8 Ton 20 Jcb 21 Genset 22 Burnt Brick 23 80Mm Rubber Mould Paving Block 24 60 Mm Rubber Mould Paving Block 25 Vitrified Mirror Tiles 26 Tmt Bar Steel 27 Oil Bound Distemper 28 Natural Sand 29 Cement Paint 30 Gci Sheet 24 Bwg 31 Rolling Shutter 32 900 Mm Np-2 Pipe 33 600 Mm Np-2 Pipe 34 450 Mm Np-2 Pipe 35 300 Mm Np-2 Pipe 36 M-10 Rmc With Dumping On Site 37 M-20 Rmc With Dumping On Site 38 M-30 Rmc With Dumping On Site 39 M-15 Rmc With Dumping On Site 40 M-10 Rmc With Pumping 41 M-20 Rmc With Pumping 42 M-15 Rmc With Pumping 43 M-30 Rmc With Pumping 44 Structural Steel 45 Bitumen Vg 30 ( 60 / 70 ) 46 Open Graded Premix Carpet 47 Granular Sub-Base ( Dry ) 48 Asphalt Sprayer Skilled Labor 49 Static Road Roller 50 Bitumen Paver Finisher Mechanical 100 Tph 51 Tractor ( 35 Hp ) 52 Kerb Stone 53 Chamber Cover Hd 54 Chamber Cover Md 55 4 X 3 Ft Information Board With Fixing 56 Bitumen Sprayer
Contract Date: Dec 29, 2021 Contract Value : ₹ 2.49 Lakh
Government Departments No of Bidders 3
Maharashtra View Result →
43.
Rural Development #3719976 AOC
Providing And Supplying Various Material And Services For Kalbhairavnath Mandir To Gaikwad Kamthewasti Road, Tal-Haveli, Dist-Pune-2 Cement 3 Crush Sand 4 Crush Metal 10Mm 5 Crush Metal 12Mm 6 Crush Metal 6Mm 7 Crush Metal 20Mm 8 Crush Metal 40Mm 9 Crush Metal 60Mm 10 Crush Metal 80Mm 11 Hand Broken Metal 80Mm / 60Mm 12 Hard Murum 13 Water Tanker ( 10, 000 Litre ) 14 Skilled Labor 15 Unskilled Labor 16 Vibratory Roller 8 Ton 17 Jcb 18 Genset 19 Structural Steel 20 Bitumen Vg 30 ( 60 / 70 ) 21 Open Graded Premix Carpet 22 Asphalt Sprayer Skilled Labor 23 Static Road Roller 24 Bitumen Paver Finisher Mechanical 100 Tph 25 Tractor ( 35 Hp ) 26 4 X 3 Ft Information Board With Fixing 27 Bitumen Sprayer
Contract Date: Sep 06, 2023 Contract Value : ₹ 45,162
Government Departments No of Bidders 7
Maharashtra View Result →
44.
Defence #3670285 AOC
Tender For Special Repair To Certain Roads At Rayang Under Ge 872 Ews; 1 Preparing Existing Black Top Surfaces By Brushing With Wire Brushes For Removing Caked Mud Etc., Sweeping With Brooms And Finally Fanning The Cleaned Surface With Gunny Bags To Remove All Loose Dirt Etc. Complete All As Specified And As Directed. 2 M & L For Applying Evenly A Tack Coat With Bituminous Primer ( Paving Grade Bitumen Vg-10 Grade ) @ 5 Kg Per 10 Sq Metres Complete All As Specified & As Directed. 3 M & L For Bituminous Concrete 40 Mm ( Compacted Thickness ) Using Graded Crushed Stone Aggregate Premixed With Binder ( Paving Grade Bitumen Vg-30 Grade ) @ 5.5% By Weight Of Total Mix & Hydraulic Lime / Cement ( Opc-43 Grade ) Filler, Rolled And Compacted To Required Camber And Gradient Complete All As Specified And As Directed. Note :- ( I ) Semi Dense Bituminous Concrete Shall Be Laid Using Self Propelled Hydrostatic Paver Finisher And Preparation Of Mix Shall Be Using Hot Mix Plant And Transporting The Mix In Tipper. ( Ii ) The Exact Bitumen Content Required Shall Be Determined Following The Marshall Mix Design Procedure Contained In The Asphalt Institute Manual Ms-2 ( Sixth Edition ) As Referred In Case 3.5.3 Of Irc 111: 2009. The Adjustment In Rate On Minus Side Variation In Quantity Of Bitumen If Any Shall Be Priced At The Rate Of ?55 Per Kg. No Claim Whatsoever Shall Be Made For Adjustment In Plus Side. 4 Repair To Potholes Any Depth, Not Exceeding 1 Sqm Each Including Sweeping Free From Dust And Mud, Or Water, Scoring Sunken Surfaces In Roads, Paths, Etc., Cutting Around Edges To At Least 25 Mm In Depth, Making Good By Filling In Screened & Graded Road Metal, Watering And Well Ramming ( Including Supply Of Road Metal ) , Rolled And Compacted With Power Roller 8 To 10 Tonnes To Required Gradient And Camber Complete All As Specified And As Directed. 5 Scarifying Or Picking Gravelled, Macadam Or Bituminous Macadam Surfaces In Area Not Exceeding 400 Sqm, Depth Of Pot Hole Exceeding 50 Mm But Not Exceeding 100 Mm Including Rolling Over The Broken Surfaces Using 8 To 10 Tonnes Power Roller To Required Camber And Gradient Complete All As Specified And As Directed. 6 M & L For 7.5 Cm Thick ( Compacted Thickness ) Wbm, With Coarse Aggregates Of Granite, Trap Or Basalt Of Grading 2 ( 63 To 45 Mm Size ) Or Of Grading 3 ( 53 To 22.4 Mm Size ) , Spread, Rolled And Compacted To Required Gradient And Camber With Three Wheel-Power Roller Of 80 To 100 Kn Capacity Or An Equivalent Vibratory Roller Complete All As Specified And As Directed. 7 M & L Except Materials For 7.5 Cm Thick ( Compacted Thickness ) Wbm, With Coarse Aggregates Of Lime Stone, Sand Stone, Flint Or Quartzite Of Grading 2 ( 63 To 45 Mm Size ) Or Of Grading 3 ( 53 To 22.4 Mm Size ) , Spread, Rolled And Compacted To Required Gradient And Camber With Three Wheel-Power Roller Of 80 To 100 Kn Capacity Or An Equivalent Vibratory Roller Complete All As Specified And As Directed. 8 Preparing Unsurfaced Water Bound Macadam Surfaces By Brushing With Wire Brushes For Removing Caked Mud Etc., Sweeping With Brooms And Finally Fanning The Cleaned Surface With Gunny Bags To Remove All Loose Dirt Etc. Complete All As Specified And As Directed. 9 M & L For Applying Evenly A Priming Coat With Bituminous Primer ( Paving Grade Bitumen Vg-10 Grade ) @ 10 Kg Per 10 Sq Metres Complete All As Specified & As Directed. 10 M & L For Bituminous Macadam Not Exceeding 75 Mm Thickness ( Compacted Thickness ) Using Hot Mix Plant And Mechanical Paver With 4% Binder ( Paving Grade Bitumen Vg-30 Grade ) Content By Weight Of Total Mix, Rolled And Compacted With Power Roller 8 To 10 Tonnes To Required Camber And Gradient Complete All As Specified And As Directed. Note :- ( I ) Bituminous Macadam Shall Be Laid Using Self Propelled Hydrostatic Paver Finisher And Preparation Of Mix Shall Be Using Hot Mix Plant And Transporting The Mix In Tipper. ( Ii ) The Exact Bitumen Content Required Shall Be Determined As Per Irc 27: 2009. The Adjustment In Rate On Minus Side Variation In Quantity Of Bitumen If Any Shall Be Priced At The Rate Of ?55 Per Kg. No Claim Whatsoever Shall Be Made For Adjustment In Plus Side. 11 Providing And Applying 2.5 Mm Thick Road Marking Strips ( Retro-Reflective ) Of Specified Shade / Colour Using Hot Thermoplastic Material By Fully / Semi-Automatic Thermoplastic Paint Applicator Machine Fitted With Profile Shoe, Glass Beads Dispenser, Propane Tank Heater And Profile Shoe Heater, Driven By Experienced Operator On Road Surface Including Cost Of Material, Labour, T & P, Cleaning The Road Surface Of All Dirt, Seals, Oil, Grease And Foreign Material Etc. Complete All As Specified And As Directed. 12 S&F Cat Eye Solar Reflective Type Of Metal Body Alloy Of Size 100X100x20mm With Pama Striplens Reflector Fixed With And Including Ms Stud Of Suitable Size As Per Manufacturer Instructions Complete All As Specified And Directed By The Engr-In-Charge. 13 S & F Solar Road Studs Of Size Not Less Than 125X 125 X 25 Mm Made Of Weather Resistance Aluminium Alloy And Poly Carbonate Material Electronically Welded Micro- Prismatic Lens With Abrasion Resistant Coating As Approved By The Engineer In Charge. The Cats Eye Shall Support A Load Of 13635 Kg Tested In Accordance With Astm D4280. The Slope Of Retro- Reflective Surface Shall Be 35° ± 5° To Base. The Reflective Panels On Both Sides With At Least 12 Cm Of Reflective Area Up Each Side. The Luminance Intensity Should Be As Per The Specification And Shall Be Tested As Described In Astm E: 809 As Recommended In Bs: 873 Part 4 :1973. The Studs Shall Be Fixed To The Road Surface Using The Adhesive Conforming To Is, As Per Procedure Recommended By The Manufacturer Complete And As Per Direction Of Engineer-In-Charge. The Solar Panel Shall Be High Efficiency Mono Crystalline 2.5 V / 60 M A And The Battery Shall Be One Ni-Mh Type ( 1.2 V / 1200 M Ah ) High Temp For Backup Of 36 Hours Full Charging. The Flash Frequency Shall Be 60 ± 5 Times Per Minute. Make- Model No 111 Jugnu Of Dark Eye Or Equivalent Makes As Given In Appx B 14 S & F Metal Tubular Delineators ( Road Way Indicators ) Made Out Of Abs Round Body Fitted With 2 Nos Of 65 Mm Dia Highly Reflectivereflectors Made Out Of Pmma And Mounted On 45 / 50 Mm Mild Steel Pipe Of 600 Mm Height Duly Power Coated And Thermo Plastic Elastomers 3 Bands Of Green, Red And Yellow Reflector Radium Tape Of 25 Mm Wide Strip With Anti Theft Steel Net For Reflector Protection Including Embedded 200 Mm Below Ground Level Including Excavation And Pcc M15 ( Nominal Mix ) With Using 20 Mm Graded Stone Aggregate In Foundationand Making Good Surface Complete All As Specified And As Directed.
Contract Date: Mar 06, 2024 Contract Value : ₹ 30.02 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 9
Arunachal Pradesh View Result →
45.
Defence #3663951 AOC
Tender For Special Repair To Road At 405 Coy Asc (Pet) At Khunmoh Grn Under Ge 861 Ews; 1 Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exceeding 400 Sqm and thickness or depth exceeding 50mm but not exceeding 100mm and removing thereof as accounted under credit, complete all as specified and as directed. 2 M&L for repair to potholes, area not exceeding 1.0 Sqm each including sweeping free from dust and mud or water, scoring sunken surfaces in roads, paths etc. cutting around edges to at least 25mm in depth, making good by filling in screened and graded road metal, watering and well ramming, complete all as specified and as directed. 3 M&L for premixed bituminuous macadam using 4% binder content of paving bitumen of Grade VG-30 by weight of total mix (consolidatedthickness 75mm or less), laying with mechanical paver and rolled and compacted to required camber and gradient with using 8 to 10 tonne power roller, complete all as specified and directed. Notes :-(a) Premixed Bituminuous Macadam shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper.(b) The exact bitumen content required shall be determined follwing the Mix Design procedure contained in the Asphalt Institute Manual MS-2 (Sixth Edition) as referred in case 3.5.3 of IRC 111:2009. The adjustment in rate due to variation in quantity of bitumen if any shall be priced at the rate of Rs. 60.00 Per KG of bitumen. 4 M&L for preparation of black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags or mechanical air compressor to remove all loose dirt etc., complete all as specified and directed. 5 M&L for applying evenly a priming/ tack coat with bituminous primer @ 05 KG/ 10 Sqm of paving bitumen of Grade VG-10, complete all as specified and directed. 6 M&L for bituminous premix asphaltic semi dense concrete (SDAC) 40mm thick (consolidated thickness) with 5.5% binder content of paving bitumen of Grade VG-30 by weight of total mix, rolled and compacted to required camber and gradient with using 8 to 10 tonne power roller and laying with mechanical paver, complete all as specified and directed. Notes :- (a) Bituminous premix semi dense asphaltic concrete shall be prepared in central computerised hot mix plant. (b) Design mix shall be got done by the contractor at his own expenses from NABL laboratory as decided by GE. (c) Contractor shall quote his rates by considereing binder contents @ 5.5% of total mix by weight, however in case of any variation in weight of binder contents on lower side as per actual mix design, the same shall be ajusted @ Rs. 60.00 Per Kg of bitumen. 7 S&F in repair for Road Safety Convex Mirror of size 60cm dia mounted over stand of height 2 to 3 mtr above ground including excavation, PCC etc., complete all as specified and directed. 8 M&L for preparing bituminous surfaces of road and marking not less than 2.5mm thick centre lines, stop lines, dashes, arrows etc and the line not exc 10cm in width and applied hot thermoplastic road marking paint of approved colour (white or golden yellow), conforming to BS-3262-1989 with special applicator machine and including trafic diverson arrangement, complete all as specified and directed. 9 Notes :-An amount of Rs. 1,600.00 on account of Credit Schedule for Schedule A Part-II shall be deducted from total quoted amount of BOQ to arrive at the contract sum.
Contract Date: Oct 26, 2024 Contract Value : ₹ 9.45 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 5
Jammu And Kashmir View Result →
46.
Rural Development #3234231 AOC
Gp_Vs / E-Tender / Material / 2021-22 / 01 Providing And Supplying Construction Material And Services For Vadgon-Nirgudi Road Construction At Vadgaon Shinde Tal Haveli- 2 Cement 3 Crush Sand 4 Crush Metal 10Mm 5 Crush Metal 12Mm 6 Crush Metal 6Mm 7 Crush Metal 20Mm 8 Crush Metal 40Mm 9 Crush Metal 60Mm 10 Crush Metal 80Mm 11 Hand Broken Metal 80Mm / 60Mm 12 Hard Murum 13 Water Tanker ( 10, 000 Litre ) 14 Skilled Labor 15 Unskilled Labor 16 Vibratory Roller 8 Ton 17 Jcb 18 Genset 19 Structural Steel 20 Bitumen Vg 30 ( 60 / 70 ) 21 Open Graded Premix Carpet 22 Asphalt Sprayer Skilled Labor 23 Static Road Roller 24 Bitumen Paver Finisher Mechanical 100 Tph 25 Tractor ( 35 Hp ) 26 4 X 3 Ft Information Board With Fixing 27 Bitumen Sprayer
Contract Date: Mar 08, 2022 Contract Value : ₹ 98,631
Government Departments No of Bidders 3
Maharashtra View Result →
47.
Rural Development #3230876 AOC
Providing And Supplying Construction Material And Services For Internal Road Construction At Kesnand Tal Haveli-2 Cement 3 Crush Sand 4 Crush Metal 10Mm 5 Crush Metal 12Mm 6 Crush Metal 6Mm 7 Crush Metal 20Mm 8 Crush Metal 40Mm 9 Crush Metal 60Mm 10 Crush Metal 80Mm 11 Hand Broken Metal 80Mm / 60Mm 12 Hard Murum 13 Water Tanker ( 10, 000 Litre ) 14 Skilled Labor 15 Unskilled Labor 16 Vibratory Roller 8 Ton 17 Jcb 18 Genset 19 Structural Steel 20 Bitumen Vg 30 ( 60 / 70 ) 21 Open Graded Premix Carpet 22 Asphalt Sprayer Skilled Labor 23 Static Road Roller 24 Bitumen Paver Finisher Mechanical 100 Tph 25 Tractor ( 35 Hp ) 26 4 X 3 Ft Information Board With Fixing 27 Bitumen Sprayer
Contract Date: May 31, 2022 Contract Value : ₹ 84,578
Government Departments No of Bidders 3
Maharashtra View Result →
Maharashtra View Result →
49.
Chemicals and Fertilizers #2215108 AOC
tender for Tender For Laying Of Road ( Rcc And Bt ) Inside Mfl , rcc road , providing and laying plain cement concrete 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size ) including cleaning the existing surface and shuttering if required , in leveling courses at damaged areas , pot holes etc . , complete at all levels and locations as directed by engineer - in - charge . , providing , fabricating & fixing in position reinforcement for rcc work with thermo mechanically treated ( tmt ) bar of various diameters and grade of steel as specified below conforming to is specification including cutting , , bending , hoisting , fabricating and placing in position according to drawings and binding the reinforcement with gi annealed binding wire in two strands of 18 gauge and providing pvc / cement concrete cover blocks for placing the reinforcements in position and for maintaining the cover specified and / or according to relevant is . authorized laps and splices , chairs of any shape & profile , spacer bar of any shape & profile only will be measured and paid separately . all complete as directed by engineer - in - charge . a ) tmt bars of grade fe-500 conforming to is - 1786 / 85 , providing and laying 200 mm thick average vacuum dewatered flooring ( tremix flooring ) with m25 grade rcc . the side shuttering with ms channels , vibrating concrete by using screed vibrator and suction dewatering using approved make equipment and finishing the top surface to required level and grade using power trowels of standard make including broom finish and making grooves of size as specified and filling the grooves as per approved specification including all lead and lift ( reinforcement shall be paid separetly ) , all complete and as directed by engineer - in - charge . , providing and laying of separation membrane of polyvinyl chloride slip memberane sheet 200 micron thick of approved quality laid below floor concrete with laps not less than 300 mm on transverse direction and 150 mm on longitudinal direction joints complete all as directed by engineer - in - charge . , providing and applying semi rigid sealent ( 4x8 mm ) in construction joint and contraction joints at all location . work includes cutting of groove of specified thickness , cleaning of groove , providing backing rod of specified thickness , apply of bond agent to the inside of the groove and over the backing rod , placing of sealent , and cleaning the surface . sealent having shore hardness in range of 50 or higher and a lower maf of 20-30% complete all as per drawing and directed by engineer - in - charge . , pre moulded joint filler , 25 mm thick for expansion joint . , bt road , providing and applying tack coat using hot straight run bitumen of grade vg - 10 , 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 bituminous surface @ 0 . 50 kg / sqm , providing and laying bitumen penetration macadam with hard stone aggregate of quality , size and grading as specified , with bitumen of suitable penetration grade , including required key aggregate as specified , spreading coarse aggregate with the help of self propelled / tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete , including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy : for 75 mm compacted thickness in two layers using stone aggregate of size 63-41 mm graded @ 0 . 90 cum per 10sqm key aggregate of size 20 . 0 mm graded @ 0 . 18 cum per 10 sqm . with paving asphalt grade vg - 10 @ 68 kg / 10 sqm . note: items to be operated only for filling pot holes , damaged areas if any with the prior approval of engineer in charge concerned . , providing and laying dense graded bituminous macadam using crushed stone aggregates of specified grading , premixed with bituminous binder and filler , transporting the hot mix to work site by tippers , laying with paver finisher equiped 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 specificatons and directions of engineer-in-charge 75 mm average compacted thickness with bitumen of grade vg-30 @ 5% ( percentage by weight of total mix ) and lime filler @ 2% ( percentage by weight of aggregate ) prepared in batch type hot mix plant of 100-120 tph capacity . , 2 . 5 cm premix carpet surfacing with 2 . 25 cum and 1 . 12 cum of stone chippings of 13 . 2 mm and 11 . 2 mm 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 ) . with paving asphalt grade vg - 30 with no solvent , providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade vg - 10 and blinding surface with 0 . 90 cum of stone aggregate of 6 . 7 mm size ( passing 11 . 2 mm sieve and retained on 2 . 36 mm sieve ) per 100 sqm of road surface , including rolling and finishing with power road roller all complete . note: seal coat items to be operated only with the prior approval of engineer in charge concerned .
Contract Date: Jan 20, 2021 Contract Value : ₹ 1.94 Crore
Government Departments No of Bidders 10
Tamil Nadu View Result →
50.
Road Transport and Highways #2155809 AOC
Invitation Of Quotations For Supply Of Cat A Stores For Apollo Paver Finisher Ap 550 , A55480aa Solid Rubber Tyre , M10460aa Relay Rod End Lh , M10450aa Relay Rod End Rh , M10330aa Relay Rod , M10310aa Bogie Wheel Pin , B30430aa Oil Seal , M10400aa Steering Knuckle Rh Rear , M10420aa Steering Knuckle Lh Rear , B10280aa Tapper Roller Brg , B10260aa Tapper Roller Brg , M10390aa Steering Arm Lh Frt , M10430aa Steering Arm Lh Raer , M10360aa Cross Over Rod , A75510aa Cross Over Rod End ( Kafila ) Lh & Rh , M10250aa Tapper Coller For Steering Knuckle , D50420aa Key , G40441aa Brake Disc , A75520aa Brake Assy Lh , A75530aa Brake Assy Rh , G40180aa Shaft Diff Gear Box , D20291aa Chain Sprocket , D20185aa Chain Sprocket , M15317aa Seal Plate Outer , N45166aa M16x80 Csk Bolt , M55165aa Hex Nut 16 Mm , M15280aa Augar Shaft Main , M15160aa Head Shaft , M15125aa Guide Roller Shaft , M15205aa Brg Guide Roller Cover Inner , M10480aa Tapper Roller Brg , M15207aa Brg Guide Roller Cover Outer , M15405aa Conveyor Chain Support Rod , B20117aa Pedestal , N12120aa Hex Bolt M12 , M15370aa Segment Screw , B10390aa Bearing , M0010330 Pin Long , M0010335 Cotter Pin , M15325aa Pedestal Mtg Cover , E40223aa Element No , E40224aa Element Nc , M0010585 Slat Asphalt , H50170aa Oil Breather , C50445aa Conveyor Belt Fastener , M0010325 Locking Plate , N43905aa S S Hex Bolt , P550388 Hyd Filter ( Donaldson ) , H50125aa Traction Pump Filter ( Danfos Make ) , B20312aa Pedestal
Contract Date: Jun 08, 2020 Contract Value : ₹ 4.81 Lakh
Government Departments No of Bidders 1
Arunachal Pradesh View Result →
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