View Bid Results For Traffic Signs Tenders

We found 950 Bid Results related to traffic signs tenders. You can find Contractor details who won traffic signs tenders along with contract details in Bid awards announcements section.

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Showing 1–19 of 950 tenders matching your filters

Coal and Mines #11484368 AOC

Tender for Making Retro-Reflective Traffic Sign Boards At Balram Ocp Under Hingula Area.

Contract Date: Jul 03, 2026 Contract Value : ₹ 26.48 Lakh

Boards / Undertakings / PSU No of Bidders 10

Odisha View Result →

Public Administrative Department #11456380 AOC

Providing Of Traffic Sign Boards On Main Roads At Various Locations Of Moosapet Circle-23, Ghmc

Contract Date: Ref. Documents Contract Value : ₹ 24.89 Lakh

Local Bodies No of Bidders 1

Telangana View Result →

Public Administrative Department #11455486 AOC

Providing Free Left And Traffic Sign Boards From Idpl Junction To Suraram Lingam Cheruvu Of Ward No.128-Chintal & Ward No.129-Suraram Of Gajularamaram Circle-26, Ghmc (Item No.3) Completion Period: 1 Months

Contract Date: Ref. Documents Contract Value : ₹ 3.90 Lakh

Local Bodies No of Bidders 1

Telangana View Result →

Public Administrative Department #11366262 AOC

Providing Road Markings And Traffic Signs At Mulugu Road Junction

Contract Date: Ref. Documents Contract Value : ₹ 4.23 Lakh

Local Bodies No of Bidders 1

Telangana View Result →

Public Administrative Department #11366258 AOC

Providing Road Markings And Traffic Signs At Dpo Junction

Contract Date: Ref. Documents Contract Value : ₹ 5.14 Lakh

Local Bodies No of Bidders 1

Telangana View Result →

Housing Urban and Rular Development #11356710 AOC

Tender for Improvement & Upgradation Of Sipard & Panchayati Raj - Gram Swaraj Bhawan To Dukli Block Chowmuhani Via Rajib Chowmuhani & Chowrangi School (L-4.05 Km) Under annual maintenance contract Ward No. 46 & 47, 14-Badharghat Assembly Constituency During The Year 2025-26 / Sh: Site Clearance, Patch Soling, Patch Wbm, Pot Holes Repair, Gsb, Bituminous Concrete, Carpeting, Reinforced Cement Concrete Drain , 3 Cell Box Culvert 01 No., Single Cell Box Culvert 01 No., Traffic Signs, Road Marking Etc. (L-4.05 Km)

Contract Date: Jun 24, 2026 Contract Value : ₹ 5.19 Crore

Government Departments No of Bidders 3

Tripura View Result →

Public Administrative Department #11324249 Technical Bid

Tender for Executive Engineer Zone No. Under 7 Thermoplastic Paint, Sign Board, Cat Eye, Divider Painting, Lane Marking And Other Related Works For Traffic Safety On Various Important Roads Existing In Pune City.

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Local Bodies No of Bidders 9

Maharashtra View Result →

Defence #11306511 AOC

Contract Date: Jun 17, 2026 Contract Value : ₹ 4.18 Crore

Statutory Bodies & Commissions/Committees No of Bidders 4

Haryana View Result →

Public Administrative Department #11290947 Technical Bid

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Government Departments No of Bidders 142

Uttar Pradesh View Result →

10.

Public Administrative Department #11286668 AOC

Contract Date: Jun 15, 2026 Contract Value : ₹ Ref. Document

Local Bodies No of Bidders 10

Uttar Pradesh View Result →

11.

Housing Urban and Rular Development #11238768 Technical Bid

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Local Bodies No of Bidders 2

Kerala View Result →

12.

Housing Urban and Rular Development #11218742 Technical Bid

Tender for Traffic Signs - 90 Cm Equilateral Triangular Board Providing And Fixing Of Retro- Reflectorised Cautionary, Mandatory And Informatory Sign As Per Irc :67 Made Of High Intensity Grade Sheeting Vide Clause 801.3, Fixed Over Aluminium Sheeting, 1.5 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm, 60 Cm Below Ground Level As Per Approved Drawing. Lko S.I. No. 18(I) Chap. 26. , Traffic Signs - Maximum Speed Limit Providing And Fixing Of Retro-Reflectorised Cautionary, Mandatory And Informatory Sign As Per Irc:67 Mad Of High Intensity Grade Sheeting Vide Clause 801.3, Fixed Cover Aluminium Shting, 1.5 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X75 Mm X6 Mm Firmly Fixed To Th Ground By Means Of Properly Designd Foundation With M-15 Grade Cment concrete 45 Cm X 45 Cm X 60 Cm, 60 Cm Below Ground Level As Per Approved Drawing.Lko S.I. No. 18(V) Chap. 26. , Providing And Laying Of Hot Appiled 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 Streak And Holes Edge Line/Centre Line/Zebra Crossing/Rumble Stripe Lko S.I. No. 2 Chap. 26. , Providing And Laying Repeated Bar Marking With Hot Appiled Thermoplastic Compound 5 Mm Thick Including Reflectorising Glass Beads @ 500 Gms Per Sqm Area, Thickness Of 5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc: 35 The Finished Surface To Be Level, Uniform And Free From Streak And Holes As Per Irc : 35-2015. Lko S.I. No. 18(Iii) Chap. 26. , Road Delineator Providing And Fixing Of Standard Metal Delinator As Per Irc 79: 2019 Consisting Of Minimum Retro Reflective Unit Exposed Area Of 330 Square Cm In White Color Full Cube Corner Micro Prismatic Non Metalic Retro Relective Sheeting On Each Side Conforming With Irc 67:2012 And Meeting The Coefficent Of Retro Reflection Values As Per Astm D 4956 Type Xi Table Specification The Delinator Shall Be Painted With Powder Coat Of Minimum 40 Mircons Thickness On Top Which Retro Reflective Sheeting Shall Be Pasted On Both Sides The Structure Shall Be Manufactured In Roll Forming Process And Shall Have Height Not Less Than 800 Mm Above The Ground While Being Installed The Front And Back Faces Of The Delineator Shoud Be Curved With A Radius Of Not More Than 200 Mm And With Delta Angle (Or Central Agle Of Curve) Lying Between 20 Degree And 30 Degree To Increase The Visibility Of The Delineator For Vehicles Moving In Continous Curves The Delineator Shall Have Grooves Across The Length To Make The Reflective Sheeting Vandai Proof) The Retro Reflective Sheeting Shall Be Tested For 3 Year Outdoor Weathering Test In India Conditions As Per Irc 67:2012 & Proof Of The Same In Form Of Government Report Shall Be Uploaded Which Quoting Tender. If Somehow Tender Pre Qualification Confition Do Not Ask For Government Report Then The Report Shall Be Submitted To Engineer In Charge Before Finalization Of Bill The Delineator Is Ment For Application On Gaps In Median Traffic Inslands Dengerous Bendsd Roundbouts Narrow Bridges Etc Or As Per Desired By Site Engineer. But Excluding G.S.T. , Traffic Signs - Hazard Marker (Left) Providing And Fixing Of Retro-Reflectorised Cautionary, Mandatory And Informatory Sign As Per Irc:67 Mad Of High Intensity Grade Sheeting Vide Clause 801.3, Fixed Cover Aluminium Shting, 1.5 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X75 Mm X6 Mm Firmly Fixed To Th Ground By Means Of Properly Designd Foundation With M-15 Grade Cement concrete 45 Cm X 45 Cm X 60 Cm, 60 Cm Below Ground Level As Per Approved Drawing. , Direction And Place Identification Signs With Size More Than 0.9 Sqm Size Board Type Iv Providing And Fixing Of Retro Reflective Cautionary, Mandatory And Informatory Sign As Per Irc : 67-2012 Made Of High Intensity Grade Sheeting Vide Clause 801.3 Friced Over Aluminium Sheeting Type Iv 1.5 Mm Thick Supported On A Mild Steel Angle Iron Pst 75Mm X 75Mmx 6Mm Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement 45Cmx45cmx60cm Below Ground Level As Per Aproved Drawing. 1.20X0.90M Rectangular Board Type Iv , Speed Table (Trapezoidal Hump) Providing And Constructing Of Speed Table With Stone Set Pavement And Premix Carpet To The Required Grade, Level And Alignment, Rolling With Smooth Wheeled Roller To Achive The Desired Compaction As Per Direction E/I.

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Government Departments No of Bidders 2

Uttar Pradesh View Result →

13.

Public Administrative Department #11203420 Technical Bid

Tender for Tender For Supply Of Construction Materials For Year 2026-27 At Municipal Council Narmadapuram Mp. (Please Furnish The Rate With Gst). , Construction Materials - , Floor Vitrifitd Tiles 600X600 Mm (With Labour Fitting) , Bolder 22.5-45Mm , Aggregate 20 Mm (With Labour Laying) , Aggregate 40 Mm (With Labour Laying) , Aggregate 12 Mm (With Labour Laying) , Aggregate 6 Mm (With Labour Laying) , Moorum (With Labour Laying) , Crusher Stone Dust (With Labour Laying) , Aggregate 20 Mm (Without Labour Rate) , Aggregate 40 Mm (Without Labour Rate) , Aggregate 12 Mm (Without Labour Rate) , Aggregate 6 Mm (Without Labour Rate) , Moorum(Without Labour Rate) , Crusher Stone Dust (With Labour Rate ) , Cement Grade 33 Opc , Cement Grade 43 Opc , Cement Grade 53 Opc , Reinforcement Fe 415 8 Mm Dia , Reinforcement Fe 415 10 Mm Dia , Reinforcement Fe 415 12 Mm Dia , Reinforcement Fe 415 16 Mm Dia , Reinforcement Fe 415 25 Mm Dia , Reinforcement Fe 500 8 Mm Dia , Reinforcement Fe 500 10 Mm Dia , Reinforcement Fe 500 12 Mm Dia , Reinforcement Fe 500 16 Mm Dia , Reinforcement Fe 500 25 Mm Dia , Binding Wire , Iron Window Ms With Febrication With Frame With Fitting , Iron Door Ms With Febrication With Frame With Fitting , Iron Sgril Ms With Febrication With Frame With Fitting , Iron Ventilesion Ms With Febrication With Frame With Fitting , Ms Hollow Pipe ( Rectangular And Round) With Frame With Fitting , Ss Railing With Fitting , Angle Section , Garder,Channel , Rolling Shutter With Fitting , Brick Local (Open Bhatta) With Labour With Mortar , Fly Ash Brick Compresive Strangth 75 Kg/Cm Sqm With Labour With Mortar , Wall Tiles 300X450 Mm (With Fitting) , Paving Block 60 Mm (With Supply) M30 Grade , 80 Mm (With Supply) M40 Grade , Paving Block 60 Mm ( With Fitting) M30 Grade , 80 Mm ( With Fitting) M40 Grade , Green Net , Mahindra Bolero With Diesel With Driver , Mahindra Scorpio With Diesel With Driver , Mahindra Bolero With Diesel With Driver , Camper Vehicle With Diesel With Driver , Mixer , Vibrater , Centering , Membrain , Expension Sheet , Plain Roller 10 Ton Capicity , Vibrater Roller 40 Capicity Ton , J.C.B. , Marble , Granite , Kota Stone , Half Round 300 Mm , 450 Mm , Plywood 19 Mm , 12 Mmply Word , G.I. Sheet (With Fitting) , A.C. Sheet (With Fitting) , Fiber Sheet (With Fitting) , Profile Sheet (With Fitting) , T.P.Sheet (With Fitting) , Earth Soil (With Labour Rate) , Black Cotton/Soil (With Labour Fitting) , Poclain Chain Mounting , Aluminium Section (With Labour Fitting) , Tarpin Oil , Tractor With Plough Leveler , Fall Sealing Pvc With Complete Fitting , False Celling P.O.P With Complete Fitting , False Celling Zipsum With Complete Fitting , False Celling Ac Sheet With Complete Fitting , Narmada Sand , Fine Sand , Bhasua ( Sand With Soil) , Gsb ( Granular Sub Base) , Table Glash5 Mm , 12 Mm , 16 Mm , Senmika , Carpet Pvc , Carpat Juot , Reinforced Cement Concrete Hume Pipe 300 Mm Np2 , Reinforced Cement Concrete Hume Pipe 450 Mm Np3 , Reinforced Cement Concrete Hume Pipe 600 Mm Np3 , Reinforced Cement Concrete Hume Pipe 1000 Mm Np3 , Sewer Pipe 150 Mm Dia , Sewer Pipe 300 Mm Dia , Polytsylone Water Storage Tank (With Fitting) , Long Body Bib Cock 15Mm Bore , Floor Tiles 800X800 Mm ( With Fitting) , G.I. Chain Link Fixing , G.I. Barbet Wire , Reinforced Cement Concrete Precast Pole , Hard Copra , 12 Mm Plaster , 15 Mm Plaster , White Washing With Lime , Colour Washing , Distempering With 1St Quality Acrylic Distemper , Deluxe Multi Surface Paint , Painting Wood Work With Deluxe Multi Surface Paint , Painting Steel Work With Deluxe Multi Surface Paint , Finishing Walls With Premium Acrylic Smooth Exterior Paint , Water Proofing Cement Paint , Cement Primer , Painting With Acid Proof Paint , Synthetic Enamel Paint , Floor Enamel Paint , White Washing With Lime With Labour , Colour Washing With Labour , Distempering With 1St Quality Acrylic Distemper With Labour , Deluxe Multi Surface Paint With Labour , Painting Wood Work With Deluxe Multi Surface Paint With Labour , Painting Steel Work With Deluxe Multi Surface Paint With Labour , Finishing Walls With Premium Acrylic Smooth Exterior Paint With Labour , Water Proofing Cement Paint With Labour , Cement Primer With Labour , Painting With Acid Proof Paint With Labour , Synthetic Enamel Paint With Labour , Floor Enamel Paint With Labour , Art Painting Designing With Labour , Slogen Writing With Labour , Mild Steel Tree Guard Of Dia 18 Inch Height 6 Ft Weight 6-7Kg With Installing At Site , Reinforced Cement Concrete Precast Bench Without Arm, Size: 1500 Mm Length With Installing At Site , Precast Chamber 0.25 (With Supply And Fitting) , Precast Pole (Rcc) (With Supply And Fitting) , M-20 Providing And Laying , M-10 Providing And Laying , Ready Mix Baching , Truck (14+Tyre) Loading Capacity 25+Tons With Diesel With Driver Helper , Painting Lines/Dashes On Road In Two Coats , Retro Reflectorized Traffic Signs With Fixing And Fitting

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Government Departments No of Bidders 3

Madhya Pradesh View Result →

14.

Power #11168099 Price Bid

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Government Departments No of Bidders 4

Uttar Pradesh View Result →

15.

Housing Urban and Rular Development #11133788 Technical Bid

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Government Departments No of Bidders 5

Himachal Pradesh View Result →

16.

Housing Urban and Rular Development #11133385 Technical Bid

Tender for 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 Metre Lead As Per Direction Of Engineer-In-Charge. Dsr 2023 Item 16.83 , Dismantling Bitumin Road Manually/ By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-In-Charge :Dsr 2023 Item 15.43.2 , Dismantling Cement Concrete Road Manually / By Mechanical Means Including Disposal Of Material Within 50 Mtr. Lead As Per Direction Of Engineer In Charge. Nominal Concrete 1:3:6 Or Richer (I.E. Equivalent Designs) Dsr 2023 Item 15.2.1 , Demolishing Brick Work Manually/ By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-In-Charge. In Cement Mortar For Brick Nalha Dsr 2023 Item 15.7.4 , Deduct Quantity Of Brick Bats Of O. B. B. From Dismentalled Bricks Dsr 2023 Item 3.0362 , 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. Dsr 2023 Item 2.8.1 , Extra For Excavating Trenches For Pipes, Cables Etc. In All Kinds Of Soil For Depth Exceeding 1.5 M, But Not Exceeding 3 M. (Rate Is Over Corresponding Basic Item For Depth Upto 1.5 Metre). Dsr 2023 Item 2.8.1 , Extra For Excavating Trenches For Pipes, Cables, Etc, In All Kinds Of Soil For Depth Exceeding 3 M In Depth, But Not Exceeding 4.5 M. (Rate Is Over Corresponding Basic Item For Depth Upto 1.5 Metre.) Dsr 2023 Item 2.8.1 , Open Timbering In Trenches Including Strutting And Shoring Complete (Measurements To Be Taken Of The Face Area Timbered): Depth Not Exceeding 1.5 M 2.20.1 , Depth Exceeding 1.5 M But Not Exceeding 3 M 2.20.2 , Depth Exceeding 3 M But Not Exceeding 4.5 M 2.20.3 , Provision For Silt Cleaning Of Existing Nala By Hydraulic Excavator Of 1 Cum Bucke, Complete In All Respects. Excavation Of Nala Diversion @ 1 Rm Per Hr Dsr 2023 Item 2.0020/8 , Exta Cartage For Disposal Of Earth For The Construction Of Drain Upto 5 Km Distance.Dsr 2023 Item 1.1.2 , Dewatering With Centrifugal Water Pump Of (Hire Charges Of Pump Set Of Capacity 4000 Litres/Hour) Pump Including Arrangement Of Pump Suction And Delivery Pipes And Other Accessries At Site Including Cost Fuel/Lubricants And Operators@ 1 Rm Per Hr Dsr 2023 Item 1.0011 , Making Temporary Bundha Across The Existing Nala By Sand Filled Bags And Pvc Sheet To Divert The Flow Of Nala Including Supply Of All Materials, Labour, T&P Etc. Complete Required For Proper Completion Of Work (In Every 200M Distance) Ar-2 , Providing And Erecting 2.00 Metre High Temporary Barricading At Site; Each Panel Of Size 2.50Mx2.00M Made Of 40X40x6mm Angle Iron Or 50X50x3mm Hollow Ms Tube Posts/Horizontal Members/Bracings Covered With 1.63Mm Thick Ms Sheet. The Sheet Shall Be Fixed With 30X5mm Ms Flat By Suitable Welding/Riveting. The Panels Shall Be Made So That Gap Of 50Cm Above The Ground Is Available Making Overall Height As 2.5M. Ms Channel Islc 75 @ 5.70 Kg/M, 50Cm Long Shall Be Provided At The Bottom Having Oval Shaped Holes Of Size 50X25mm At Both Ends With 50Cm Long Ms Angle 40X40x6mm Bracing. Suitable Arrangement Shall Be Made To Fix The Barricading To Avoid From Overturning By Providing 250Mm Long Expansion Fasteners At Both Ends. The Work Shall Be Executed As Per Drawing/Direction Of Engineer-In-Charge Which Includes Writing And Painting, Arrangement For Traffic Diversion Such As Traffic Signals During Construction At Site For Day And Night, Glow Lamps, Reflective Signs, Marking, Flags, Caution Tape As Directed By The Engineer-In-Charge. The Barricading Provided Shall Be Retained In Position At Site Continuously I/C Shifting Of Barricading From One Location To Another Location As Many Times As Required During The Execution Of The Entire Work Till Its Completion. Rate Include Its Maintenance For Damages, Painting, All Incidentals, Labour Materials, Equipments And Works Required To Execute The Job. The Barricading Shall Not Be Removed Without Prior Approval Of Engineerin-Charge. (Note :- One Time Payment Shall Be Made For Providing Barricading From Start Of Work Till Completion Of Work I/C Shifting. The Barricading Provided Shall Remain To Be The Property Of The Contractor On Completion Of The Work).(In Every 10M Distance) Dsr 2023 Item 16.81 , Construction Of Granular Sub-Base By Providing Close Graded Material Conforming To Specifications, Mixing In A Mechanical Mix Plant At Omc, Carriage Of Mixed Material By Tippers To Work Site, For All Leads & Lifts, Spreading In Uniform Layers Of Specified Thickness With Motor Grader On Prepared Surface And Compacting With Vibratory Power Roller To Achieve The Desired Density, Complete As Per Specifications And Directions Of Engineer-In-Charge.With Material Conforming To Grade-Ii (Size Range 53 Mm To 0.075 Mm ) Having Cbr Value-25 Dsr 2023 Item 16.78.2 , 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) Derived From Natural Sources : 8 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources) Dsr 2023 Item 4.1.8 , 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 Dsr 2023 Item 5.33.1.1 , Providing, Hoisting And Fixing Above Plinth Level Up To Floor Five Level Precast Reinforced Cement Concrete In Shelves, Including Setting In Cement Mortar 1:3 (1Cement : 3 Coarse Sand), Cost Of Required Centering, Shuttering And Finishing With Neat Cement Punning On Exposed Surfaces But , Excluding The Cost Of Reinforcement, With 1:1.5:3 (1 Cement : 1.5 Coarse Sand(Zone-Iii) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources).Dsr 2023 Item 5.16 , Form Work Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete (In Base Slab) Dsr 2023 Item 5.9.1 , Form Work Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete (In Wall) Dsr 2023 Item 5.9.2 , Form Work Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete (In Cunette) Dsr 2023 Item 5.9.2 , Form Work Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Shelves (In Top Slab) Dsr 2023 Item 5.9.3 , Mild Steel Or Iron In Plain Work Such As Reinforced Concrete Or Reinforced, Brick Work ( When Not Included In Anover All Rates) Wrought To Required Shape As Necessary Including Bending For Proper Completion Of The Work And Including Supply Of Steel Its Wastage Bend Hooks And Authorized Over Lapping Shall Be Measured Upto Floor Two Level. Dsr 2023 Item 5.22.6 , Laying Old Cement Cocrete Interlocking Paver Blocks Of Any Design/ Shape Laid In Required Line, Level, Curvature, Colour And Pattern Over And Including 50 Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Fine Sand Etc. All Complete As Per The Direction Of Engineerin-Charge. (Old cement concrete Paver Blocks Shall Be Supplied By The Department Free Of Cost) . Dsr 2023 Item 16.84 , Construction Of 20 Mm Thick Bituminous Road Including Earth Work Sub Base, Base & Top Layer At ( Match Specification With Existing / Dismantling Bituminous Road) All Completed In All Aspect. A.R.8 , 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 Ag Dsr 2023 Item 4.1.8 , Providing And Laying Design Mix Cement Concrete Of M-30 Grade, In Roads/ Taxi Tracks/ Runways, Using Cement Content As Per Design Mix, Using Coarse Sand And Graded Stone Aggregate Of 40 Mm Nominal Size In Appropriate Proportions As Per Approved & Specified Design Criteria, Providing Dowel Bars With Sleeve/ Tie Bars Wherever Required, Laying At Site, Spreading And Compacting Mechanically By Using Needle And Surface Vibrators, Levelling To Required Slope/ Camber Finishing With Required Texture, Including Steel Form Work With Sturd M.S. Channel Sections, Curing, Making Provision For Contraction/Expansion, Construction & Longitudinal Joints (10 Mm Wide X 50 Mm Deep) By Groove Cutting Machine, Providing And Filling Joints With Approved Joint Filler And Sealants, Complete All As Per Direction Of Engineer-In-Charge (Item Of Joint Fillers, Sealants, Dowel Bars With Sleeve/ Tie Bars To Be Paid Separately). Note:- Cement Content Considered In M-30 Is @ 340 Kg/Cum. Excess/Less Cement Used As Per Design Mix Is Payable/ Recoverable Separately. Cement Concrete Prepared With Batch Mixing Machine Dsr 2023 Item 16.43.1 , Providing Of Weep Hole Including Filter Media & Geonet Ar3 , Less 5% On Total Of All Above Items As Per Government Sanction Order (S.No. 1 To 30)

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Local Bodies No of Bidders 4

Uttar Pradesh View Result →

17.

Power #11116708 AOC

Supply, Installation And Commissioning Of Traffic Speed Sign Detector With Camera And Siren Including Amc For Ntpc Tstps, Kaniha. => Limited

Contract Date: May 20, 2026 Contract Value : ₹ 44.88 Lakh

Boards / Undertakings / PSU No of Bidders 3

Odisha View Result →

18.

Housing Urban and Rular Development #11090147 Technical Bid

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Government Departments No of Bidders 2

Uttarakhand View Result →

19.

Public Administrative Department #11075249 AOC

Tender for Providing And Fixing Traffic Sign Boards,No Parking Boards And Thermoplatic Paint In Beat No.200,201,204 & 206 In F/South Ward.

Contract Date: May 14, 2026 Contract Value : ₹ 14.67 Lakh

Local Bodies No of Bidders 3

Maharashtra View Result →

20.

Housing Urban and Rular Development #10959484 Technical Bid

Tender for Dismantling Bitumin Road Manually/ By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-In-Charge :Dsr 2023 Item 15.43.2 , Demolishing Brick Work Manually/ By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-In-Charge. In Cement Mortar For Brick Nalha Dsr 2023 Item 15.7.4 , Deduct Quantity Of Brick Bats Of O. B. B. From Dismentalled Bricks Dsr 2023 Item 3.0362 , 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. Dsr 2023 Item 2.8.1 , Extra For Excavating Trenches For Pipes, Cables Etc. In All Kinds Of Soil For Depth Exceeding 1.5 M, But Not Exceeding 3 M. (Rate Is Over Corresponding Basic Item For Depth Upto 1.5 Metre). Dsr 2023 Item 2.8.1 , Extra For Excavating Trenches For Pipes, Cables, Etc, In All Kinds Of Soil For Depth Exceeding 3 M In Depth, But Not Exceeding 4.5 M. (Rate Is Over Corresponding Basic Item For Depth Upto 1.5 Metre.) Dsr 2023 Item 2.8.1 , Open Timbering In Trenches Including Strutting And Shoring Complete (Measurements To Be Taken Of The Face Area Timbered): Depth Not Exceeding 1.5 M 2.20.1 , Depth Exceeding 1.5 M But Not Exceeding 3 M 2.20.2 , Depth Exceeding 3 M But Not Exceeding 4.5 M 2.20.3 , Provision For Silt Cleaning Of Existing Nala By Hydraulic Excavator Of 1 Cum Bucke, Complete In All Respects. Excavation Of Nala Diversion @ 1 Rm Per Hr Dsr 2023 Item 2.0020/8 , Exta Cartage For Disposal Of Earth For The Construction Of Drain Upto 5 Km Distance.Dsr 2023 Item 1.1.2 , Dewatering With Centrifugal Water Pump Of (Hire Charges Of Pump Set Of Capacity 4000 Litres/Hour) Pump Including Arrangement Of Pump Suction And Delivery Pipes And Other Accessries At Site Including Cost Fuel/Lubricants And Operators@ 1 Rm Per Hr Dsr 2023 Item 1.0011 , Making Temporary Bundha Across The Existing Nala By Sand Filled Bags And Pvc Sheet To Divert The Flow Of Nala Including Supply Of All Materials, Labour, T&P Etc. Complete Required For Proper Completion Of Work (In Every 200M Distance) Ar-2 , Providing And Erecting 2.00 Metre High Temporary Barricading At Site; Each Panel Of Size 2.50Mx2.00M Made Of 40X40x6mm Angle Iron Or 50X50x3mm Hollow Ms Tube Posts/Horizontal Members/Bracings Covered With 1.63Mm Thick Ms Sheet. The Sheet Shall Be Fixed With 30X5mm Ms Flat By Suitable Welding/Riveting. The Panels Shall Be Made So That Gap Of 50Cm Above The Ground Is Available Making Overall Height As 2.5M. Ms Channel Islc 75 @ 5.70 Kg/M, 50Cm Long Shall Be Provided At The Bottom Having Oval Shaped Holes Of Size 50X25mm At Both Ends With 50Cm Long Ms Angle 40X40x6mm Bracing. Suitable Arrangement Shall Be Made To Fix The Barricading To Avoid From Overturning By Providing 250Mm Long Expansion Fasteners At Both Ends. The Work Shall Be Executed As Per Drawing/Direction Of Engineer-In-Charge Which Includes Writing And Painting, Arrangement For Traffic Diversion Such As Traffic Signals During Construction At Site For Day And Night, Glow Lamps, Reflective Signs, Marking, Flags, Caution Tape As Directed By The Engineer-In-Charge. The Barricading Provided Shall Be Retained In Position At Site Continuously I/C Shifting Of Barricading From One Location To Another Location As Many Times As Required During The Execution Of The Entire Work Till Its Completion. Rate Include Its Maintenance For Damages, Painting, All Incidentals, Labour Materials, Equipments And Works Required To Execute The Job. The Barricading Shall Not Be Removed Without Prior Approval Of Engineerin-Charge. (Note :- One Time Payment Shall Be Made For Providing Barricading From Start Of Work Till Completion Of Work I/C Shifting. The Barricading Provided Shall Remain To Be The Property Of The Contractor On Completion Of The Work).(In Every 10M Distance) Dsr 2023 Item 16.81 , Construction Of Granular Sub-Base By Providing Close Graded Material Conforming To Specifications, Mixing In A Mechanical Mix Plant At Omc, Carriage Of Mixed Material By Tippers To Work Site, For All Leads & Lifts, Spreading In Uniform Layers Of Specified Thickness With Motor Grader On Prepared Surface And Compacting With Vibratory Power Roller To Achieve The Desired Density, Complete As Per Specifications And Directions Of Engineer-In-Charge.With Material Conforming To Grade-Ii (Size Range 53 Mm To 0.075 Mm ) Having Cbr Value-25 Dsr 2023 Item 16.78.2 , 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) Derived From Natural Sources : 8 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources) Dsr 2023 Item 4.1.8 , 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 Dsr 2023 Item 5.33.1.1 , Providing, Hoisting And Fixing Above Plinth Level Up To Floor Five Level Precast Reinforced Cement Concrete In Shelves, Including Setting In Cement Mortar 1:3 (1Cement : 3 Coarse Sand), Cost Of Required Centering, Shuttering And Finishing With Neat Cement Punning On Exposed Surfaces But , Excluding The Cost Of Reinforcement, With 1:1.5:3 (1 Cement : 1.5 Coarse Sand(Zone-Iii) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources).Dsr 2023 Item 5.16 , Form Work Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete (In Base Slab) Dsr 2023 Item 5.9.1 , Form Work Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete (In Wall) Dsr 2023 Item 5.9.2 , Form Work Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete (In Cunette) Dsr 2023 Item 5.9.2 , Form Work Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Shelves (In Top Slab) , Mild Steel Or Iron In Plain Work Such As Reinforced Concrete Or Reinforced, Brick Work ( When Not Included In Anover All Rates) Wrought To Required Shape As Necessary Including Bending For Proper Completion Of The Work And Including Supply Of Steel Its Wastage Bend Hooks And Authorized Over Lapping Shall Be Measured Upto Floor Two Level. Dsr 2023 Item 5.22.6 , Construction Of 20 Mm Thick Bituminous Road Including Earth Work Sub Base, Base & Top Layer At ( Match Specification With Existing / Dismantling Bituminous Road) All Completed In All Aspect. A.R.8 , Providing Of Weep Hole Including Filter Media & Geonet Ar3 , Less 5% On Total Of All Above Items As Per Government Sanction Order (S.No. 1 To 25)

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Local Bodies No of Bidders 5

Uttar Pradesh View Result →

21.

Railways #10959393 AOC

Bids Are Invited For Custom Bid For Services - Round The Clock Coordination With Fois Team For Ta Generation Or Ta Given By Self In Case Of Exigencies (Traffic Advice)/Booking Through Link In Exigencies, Serving Auto Calls, Booking Of Crew As Per Rule Through Cms, Ctr Da.. , Custom Bid For Services - Round The Clock Telephone Clerk (Tpc) - Serving Calls To Running Staff, Updation Of Crew Sign On-Sign Off In Google Sheets/Softwares Provided, Sending Position To Control Offices In Fixed Intervals, Maintaining Of Lrs Pos.. , Custom Bid For Services - Epf 12% Of Rs15,000/-

Contract Date: Ref. Documents Contract Value : ₹ 3.49 Crore

Government Departments No of Bidders 9

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22.

Defence #10912479 AOC

Contract Date: Ref. Documents Contract Value : ₹ 37.30 Lakh

Statutory Bodies & Commissions/Committees No of Bidders 5

Maharashtra View Result →

23.

Public Administrative Department #10857337 AOC

Bids Are Invited For Traffic Signs - Bilinker Light (Q3) Total Quantity : 36

Contract Date: Ref. Documents Contract Value : ₹ 4.94 Lakh

Government Departments No of Bidders 3

Madhya Pradesh View Result →

24.

Housing Urban and Rular Development #10832185 Price Bid

Tender For Road Safety Signage Work At Chadra Black Spot Selected In The Year 2025 In Sitapur District. - 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 surfaceapplied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes. 2 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. (Repeated Bar/Transverse Bar Marking)Providing and laying of hot applied thermoplastic compound 5 mm thick including reflectorising glass beads @ 500 gms per sqm area, thickness of 5 mm is exclusive of surface applied glass beads as per IRC:35-2015. The finished surface to be level, uniform and free from streaks and holes. Morth-803 (8.13)-Base. 3 Retro-reflectorised Traffic sign as per IRC-67-2012Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC 67- 2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mid steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed 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 a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from Intemational/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-00) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/Client, if so desires. could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends, letters, numerals and borders etc should be as per MoRTH specification No-801.3.7 Proof of the same in form of government report shall be uploaded while quoting tender. LKO SOR CH-26 MoRTH 801 (8.4)Accident Prone Zone 60cm x 45cm Rectangular definition plate size (20x60cm) 4 50X60 cm single chevron 5 Speed Limit 60cm circular with definition Plate size (20x60cm) 6 Cautionary 90cm equilateral triangle definition plate size(20x60cm) 7 Object Hazard Board 30cm x 90cm (Left/Right) 8 No Parking/No Standing 60cm circular with definition size (20x60cm) 9 Stop Sign 90cm high octagon 10 Pedestrain Crossing 90cm equilateral triangle definition plate size(20x60cm) 11 Reflective Raised Pavement Markers (Cat Eye/ Road Stud)Supply and fixing of raised pavement marker with Made of Plastic body of RPM/ Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Imoact Polystyrene) or Acryloniitrite Butadien Styrene (ABS) or Any other suitable material approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTM D4280. The Reflective panels shall consist of number of lenses contatning single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be mouled of methyl methecrylate conforming to ASTM D788 of equivalent. The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro-reflecting surface shall not be less than 13.00 sq.cm. the marker height shall not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name, trade or other means of identification of the manufacture. epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. In addition, a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. In case the markers are displaced, damaged get worn out or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. RPM (with shank) LKO SOR CH-26 MoRTH 804 (8.35)-Suggestive 12 Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67 upto date made of high intensity grade sheetingThe Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer / Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67 upto date.Legends , letters , numerals and borders etc should be as per MoRTH specification No-801.3.7 . Sheet fixed over aluminium sheeting ,2 mm thick with area exceeding 0.9 sqm.Supported on a mildsteel double angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with PCC M-25 grade cement concrete 45x45x60 cm,60cm below ground level as per approved drawing, complete.as per SOR Ch-26 SI No.-20 13 Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road 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 spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811) [Morth Chapt. Summary 8.23)

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Government Departments No of Bidders 2

Uttar Pradesh View Result →

25.

Road Transport and Highways #10828688 Price Bid

Providing And Installation Of Road Safety Measures Providing , Installation Of Road Safety Measures By Fixing Of Traffic Sign Board Construction Of Metal Beam Crash Barrier , Fixing Of Road Delineators , Road Stud , Road Marking From Km . 0 . 000 To Km 20 . 000 On North Salmara To Jogighopa Road

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Government Departments No of Bidders 6

Assam View Result →

26.

Housing Urban and Rular Development #10806481 Price Bid

Tender for Upgradation Of Road Form Vc Mottur To Melputhu Pattu Manthangal Link Road Km 1/380 -1/540 , Clearing The Scrub Jungle Including All Labour Charges For Burryingng And Burning Etc.,Clearing And Grubbing Road Land Including Uprooting Wild Vegetation, Grass, Bushes ,Scrubs,Saplings And Trees Of Girths Upto 300Mm, Removal Of Stumps Of Such Trees Cut Earlie And Disposal Of Unserviceable Material And Stacking Of Serviceable Materials To Be Used Or Auctioned, Upto A Lead Of 1000M Including Removal And Disposal Of Top Organic Soil Not Exceeding 150Mm Thickness As Per Technical Specification Clause 201. Etc. completion , Earthwork Excavation In All Classes Of Soils And Subsoils Including Shoring And Strutting With Initial Lead And Lift Etc Complte, As Per Most Specification Asper Ss20 A. , Collection And Supply Of Carted Earth From Approved Quarry An Average Lead 1Km Including Cost And Conveyance Of All Materials To Site Anf Labour Charges Etc. , Construction Of Granular Sub-Base By Providing Close Graded Material, Mixing In A Mechanical Mix Plant At Omc, Carriage Of Mixed Material To Work Site, Spreading In Uniform Layers With Motor Grader On Prepared Surface And Compacting With Vibratory Soil Compactor To Achieve The Desired Density, Complete As Per Clause 401 , Providing & Laying, Spreading And Compacting Graded Stone Aggregates To Wet Mix Macadam 150Mm Thick Specification Including Premixing The Materials With Water At Omc In Mechanical 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 Achieve The Desired Density Including Cost Of Material, Labour Charges Rentals For Machinery, Fuel And All Other Incidental Charges Etc, Completed As Per Clause Of Morth Rev-5. , Applying Prime Coat Over Wmm Surface Using 7 Kgs Of Bitumen Emulsion (Ss1) Per 10 Sqm For Preparatory To Another Bituminous Construction Over It Including Cost Of Bitumen Emulsion Including Conveyance Of Bitumen Emulsion To Actual Workspot Handling Charges Including Labour Charges For Brushing , Cleaning And Preparing The Surface For Laying The Required Quantity Of Bitumen Emulsion Including Hire, Fuel And Running Charges For All Tools And Plants Employed For The Work Including All Other Incidental Charges As Per Clause 502 Of Morth Rev-5. , Applying Tack Coat Over Wbm Surface Using 2.50 Kgs Of Bitumen Emulsion Per 10 Sqm Including Cost Of Bitumen Emulsion Which Will Be Supplied Departmentally At Section Stores Cost Of Which Will Be Recovered At The Issue Rate As Per The Special Conditions Appended Herewith Including Conveyance Of Bitumen Emulsion To Actual Workspot Handling Charges Including Labour Charges For Brushing , Cleaning And Preparing The Surface For Laying The Required Quantity Of Bitumen Emulsion Including Hire, Fuel And Running Charges For All Tools And Plants Employed For The Work Including All Other Incidental Charges Such As Barricading And Providing Danger Lights, Flags, Etc., Complete As Per Standard Specification No 503 Of Most , Bm (Grade-Ii) 50Mm Thick Using Vg30 Providing, Laying 50Mm Consolidated Thick Bituminous Macadam Using 0.20Cum Of 26.50- 13.20Mm, 0.43Cum Of 13.20-2.36Mm And 0.08Cum Of 2.36Mm & Below Size Irc Metal With 37 Kgs Of Vg30 Grade Bitumen For Premixing Per 10Sqm Including Cost And Conveyance Of All Materials To Cmp Site, Heating The Bitumen, Aggregate And Mixing Them In Required Temperature Using Central Hot Mix Plant 20-30Ton Capacity, Conveying The Mix By Tipper Trucks To Paver Site, Spreading The Mix To Uniform Thickness Of 50Mm 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 And Fuel Charges For 20-30T Cmp With Bitumen Boiler, Tipper Trucks, Paver Finisher, Vibratory Roller And All Other Tools And Plant Required, Including All Other Incidental Charges Etc., Complete As Per Specification Using Cmp As Per Clause 504 Of Morth Rev-5 , Bituminous Concrete 25, 30/40 Mm Thick Using Cmp (Grade-Ii) Providing And Laying Bituminious Concrete To 40Mm Thick Using 0.13Cum Of 19.00-9.50Mm. 0.17Cum Of 9.5-2.36 And Below With 50.3Kgs Of Vg30/Vg40 Heating The Bitumen And Aggregates To Required Temperature And Mixing Them In Required Temperature In Central Hot Mix Plant 20-30 Ton Capacity, Carrying 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 Tonnes Vibratory/Phenumatic Roller To The Required Density Etc., Including Labour For Attending To Paver To Site Etc.Including Hire Charges And Fuel Charges Foe 20-30T Cmp With Bitumen Boiler, Tipper Trucks,Paver Finisher/9M Paver Finisher,Vibratory/Phenumatic Roller And All Other Tools And Plants Required, Including Fuel And All Other Incidental Charges Etc., Complete As Per Specification Using Cmp As Per Clauses 507 Of Morth Part-5 , Road Marking With Hot Applied Thermoplastic Compound With Reflectorising Glass Beads On Bituminous Surfaceproviding And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm Thick Including Reflectorising Glass Beads @ 250 Gms Per Sqm Area, Thickness Of , Pretro-Reflectorised Traffic Signs (With Out Definition Board) Type - Iv Providing And Erecting Of Retro - Reflector›Sed Cautionary, Maridatory And Informatory Signs {Without Definition Board} Made Out Of High Intensity Prismatic Grade Sh 60 Cm Equilateral Triangle , Gst Amount For Providing Service To Government Contract Works For The Above Construction & Maintenance Works.

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Local Bodies No of Bidders 2

Tamil Nadu View Result →

27.

Housing Urban and Rular Development #10803700 Price Bid

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Government Departments No of Bidders 2

Maharashtra View Result →

28.

Housing Urban and Rular Development #10784840 Price Bid

Tender For Construction Of Bridge On Kivarali Pandoori Road - Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201.By Mechanical Means.In area of non-thorny jungle 2 Supply& Fixing of flood gauge (water Gauge) as per I.R.C. 67 standard 200 cm long fixed on angle iron posts 50x50x6 mm, 2.6 M. long. 3 Earth work in excavation for foundation of structurecompletewith all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305.In ordinary soil Depth upto 3 metre 4 Earth work in excavation for foundation of structurecompletewith all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305.In ordinary soilDepth above 3 metre & upto 6 metre 5 Earth work in excavation for foundation of structurecompletewith all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305. in soft rockBy blasting including blasting material 6 Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level.: P.C.C. grade M15 7 Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any levelR.C.C. grade M35 8 Providing and laying steel reinforcement at any level in foundation/ pile/ pile cap complete as per drawing and clause 1600 of MoRT&H Specification including all material, labour and machinery.The structural steel to be used should be used ballot by Primary Steel manufactured and approved by Engineering in charged.TMT Steel reinforcement 9 Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRTH specificationClause 2204.6 & 2504.2.2 10 Backfilling behind abutment, wing wall and return wall complete as per drawings & MoRTH specification Clause 304.3.7 & 2204.6. Granular material 11 Structural Cement concrete for plain concrete/ reinforced concrete forsubstructure at any level, complete as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump. Design mix concrete - [MoRTH Specification : Clause 1500&1700] R.C.Cincluding formwork .R.C.C. grade M35 upto 5 metre height. 12 Structural Cement concrete for plain concrete/ reinforced concrete forsubstructure at any level, complete as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump. Design mix concrete - [MoRTH Specification : Clause 1500&1700] R.C.Cincluding formwork .R.C.C. grade M35 upto 5 metre height. R.C.C. grade M35 above 5 metre & upto 10 metre height 13 Structural Cement concrete for plain concrete/ reinforced concrete forsubstructure at any level, complete as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump. Design mix concrete - [MoRTH Specification : Clause 1500&1700] R.C.Cincluding formwork .R.C.C. grade M35 above 5 metre & upto 10 metre height. 14 Supplying, fitting and placing reinforcement in sub structure/ superstructure at all level complete as per drawing and clause 1600 & 2200 of MoRT&H Specification including all material, labour, machinary etc. The structural steel to be used should be used ballot by Primary Steel manufactured and approved by Engineering in charged.TMT Steel reinforcement 15 Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRTH specification Clauses 1409, 2204.4, 2206.4 & 2706 16 Structural Cement concretefor reinforced concrete in superstructure at any level complete including steel formwork, scaffolding etc. as per drawing and technical specification as perDesign mix MoRTH Specification 1500 & 1700. M 35 grade solid slab superstructure 17 Providing and laying steel reinforcement at superstructure complete as per drawing and clause 1600 of MoRT&H Specification including all material, labour and machinery.The structural steel to be used should be Primary Steel manufactured and approved by Engineering in charged.The structural steel to be used should be used ballot by Primary Steel manufactured and approved by Engineering in charged.TMT Steel reinforcement. 18 Providing and laying Expansion Joint complete as per drawing and technical specification.With corrugated copper plate, compressible fibre board, pre-moulded joint filter and joint sealing compound as per MoRTH Specfication section 2600.Providing and fixing 20mm thick compressible fibre board in expansion joint complete. 19 Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and MoRTH specifications Clauses 1700 and 2704 20 P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and MoRTH specifications Clauses 1700 and 2704.Nominal mix (1:2.5:5) 21 Providing and laying 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 minimum @ 5.2 & 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 Specifications Clause 507 complete in all respects. for Grading-II(13 mm nominal size) Bitumen (VG-30) 22 Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @ 4.0 & 4.5 percentby 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 as per MoRTH Specifications Clause 505 complete in all respects. Bitumen (VG-30).Grading - II (26.50 mm (Nominal Size)) 23 Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503. 24 Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502. 25 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406.By Mechanical Means with all lead. 26 Granular Sub-Base with Close Graded Material (Table:- 400-1).Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. for Grading- III material 27 Backfilling behind abutment, wing wall and return wall complete as per drawings & MoRTH specification Clause 304.3.7 & 2204.6. Granular material 28 Raised Payment Marker (Cats Eye): Supplying and Fixing of Molded Shank Raised Pavement Markers made of ABS Moulded body and Polycarbonate Reflective panels with Micro Prismatic Lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 35000 Kilogram tested in accordance to ASIM D 4280 & ASTM D 788. The Height of Road Stud is 20mm, Width 100mm, Length 100mm and minimum reflective area of 13 sqcm on each side.The Strength of detachment of the integrated cylender shank not less than 14+/-2mm (Thickness) and height not less than 30+ 2mm from the body. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive 29 Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160 C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. 30 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and MoRTH Specification Clause 801.600 mm x 450 mm rectangular 31 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and MoRTH Specification Clause 80160 cm Circular 32 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and MoRTH Specification Clause 80160 cm Triangle 33 Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1, fixed over aluminium sheeting, 2 mm thickwith areanot exceeding 0.9 sqm supported on RCC Post 100 mm x 100 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801,upto 0.9 sqm size board 34 Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x0.60m with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer in charge.

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Government Departments No of Bidders 4

Rajasthan View Result →

29.

Housing Urban and Rular Development #10784826 Price Bid

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Government Departments No of Bidders 4

Rajasthan View Result →

30.

Housing Urban and Rular Development #10784822 Price Bid

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Government Departments No of Bidders 3

Rajasthan View Result →

31.

Rural Development #10723908 AOC

Tender For Hansra More To Sal River Within Illambazar Block - Clearing and Grubbing Road Land, Construction of Embankment with Material Obtained from Borrow Pits, Construction of Embankment with Material Obtained from Borrow Pits, Construction of Subgrade and Earthen Shoulders, Construction of Subgrade and Earthen Shoulders, Interlocking Concrete Block Pavement, Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand, Plain / Reinforced Cement Concrete in Open foundation, Retro-Reflectorised Traffic Signs, Direction and Place Identification Signs with size more than 0.9 sqm size Board, Kilometre Stone, Providing and Laying Reinforced Cement Concrete Pipe NP3 with spigot socket as per design in Single Row, Excavation for Structures, Providing and laying Design Mix concrete for plain / reinforced concrete work.

Contract Date: May 15, 2026 Contract Value : ₹ 70.03 Lakh

Local Bodies No of Bidders 3

West Bengal View Result →

32.

Public Administrative Department #10687043 Price Bid

Repairing Existing Manhole Chamber At N-4 In Ward No . 80 . , rodding for removing chock up of existing drainage line including required dewatering desilting of manhole disilting the existing drainage laine using rodding removing & refixing manhole cover piugging drainage line stacking the silt as directed conrtroling traffic providing lantern lgiht etc . if required providing cautionary /warning traffic sign boards providing necessary securiry arragment cleaning site after work getting approval for cleaning work etc . complete . mjp dsr page no . as per analysis item no . 100mm dia to 250 mm dia rcc/swg pipe , providing and constructing on drainage line b . b . masonary circular manhole concentric cone 0 . 90 mtrs . dia . at bottom and 0 . 5 mtrs dia at top and upto a depath of 1 . 50 mtrs . with 23 cm thick brick work in cm 1:6 prop with 12 mm thick . cement plaster in 1:4 with smooth rendering , 1:2:4 coping and providing and fixing approved make and quality s . f . r . c . frame and cover of 56 cm dia etc . including all necessary excavation & 1:5:10 bed c . c . etc . all complete as directed by engineer - in charge s rebate for every decrease in depath of 3cm or part thereof ( rs . 212/- per 30 cm ) mjp dsr page no: as per rate analysis item no . depth 1 . 20 mtr , providing & supplying steell fiber reinforced concrete ( s . f . r . c ) frame , cover heavy duty/medium duty of rectangular pr circular in shape of approved make including loading unloading transportation , all taxes etc . complete as directed by engineer - in charge ( 20tones capicity ) mjp dsr page no . :mjp/dsr/2011-12/item no . 17/page no . 244/item no . circular hd 540/630 with frame , repairing and reconstructing on drainage line b . b . masonary circular manhole conceretric cone 0 . 90mtrs . dia . at bottom and 0 . 5 mtrs dia at top and upto a depath of 1 . 50 mtrs . with 23 cm thick brick work in cm 1:6 prop with 12 mm thick . cement plaster in 1:4 with smooth rendering , 1:2:4 coping . including all necessary excavation . etc . complete as directed by engineer - in charge mjp dsr page no : item no . , fixing of sfrc farame & cover to manahol chamber /rectangular sfrc cover & frame in cc m-15 ( concret 1:2:4 pro . etc . complate . ( as per rate . analysis ) 22- circular hd 540/630with frame

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Local Bodies No of Bidders 2

Maharashtra View Result →

33.

Housing Urban and Rular Development #10587152 Price Bid

Tender For Road Safety of Parsoi Link Road (ODR). - Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m 2 Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 3 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. 4 Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70to 1.00 kg/sqm using mechanical means. 5 Providing and laying dense graded bituminous macadam with 60-90 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.50 percent by weight of total mix and filler, fransporting 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. 505 complete in all respects. 6 Providing and applying tack coat withbitumen VG-10 using pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with mechanical broom as per Technical Specification Clause 503. 7 Providing and laying 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 @ 5.4 to 5.6per 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. 509 complete in all respects 8 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 9 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. 10 Providing and laying of hot applied thermoplastic compound Repited Bar 5.0 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. 11 Supply and fixing of Pavement maker ( Cat Eye ) type X-ASTMD-4956-04.Every dimension 3 m ( USA make ) adherant plotting compound. The housing shall contain prismetic two glass covered prismetic reflective face to reflect incident light I/C all taxes. 12 Retro-refiectorised Traffic sign as per IRC-67-2012 providingand fixing of retro-refleectorised cautionary, mandatory and informatory sign as per IRC-2012 made of high intensity grade sheeting type -iv vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel iron post 75 mm x 75 mmx6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x45cm x60cm,60 cm belowground leave as per approved drawing . The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coeffcient of reflection day time colour and luminance shnnkage fiexibility, liner removal adhesion impact resistance, specular gloss and fungus resistance, 3 years out door weathering and its having passed these tests shall be obtained from international/ government Laboratory /Institute by the manufacturar of the sheeting and in case the certificate is oblained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad, alternatively, a certificate conforming to as tm specifcation (D 4956-09) on artificial accelerated weathering requirments from a reputed laborratory in india can be accepted provisionnally in such 2 sifuation , the Employer /client ,if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeling the requlrement of three years outdoor weathering of the sheeling as per IRC 67:2012: Legends, letters, numerals and bord etc should be as per morthspecification No-801.3.7 proof of the same in from of govermment report shall be uploaded while quoting tender. (1) 60cm equilateral trengle with difrent plenth size (20cmx60cm).

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Government Departments No of Bidders 4

Uttar Pradesh View Result →

34.

Housing Urban and Rular Development #10587150 Price Bid

Tender For Road Safety Of R.G. Road To Sahdeiya Baidad Road (Odr). - Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m 2 Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 3 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. 4 Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70to 1.00 kg/sqm using mechanical means. 5 Providing and laying dense graded bituminous macadam with 60-90 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.50 percent by weight of total mix and filler, fransporting 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. 505 complete in all respects. 6 Providing and applying tack coat withbitumen VG-10 using pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with mechanical broom as per Technical Specification Clause 503. 7 Providing and laying 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 @ 5.4 to 5.6per 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. 509 complete in all respects 8 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 9 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. Page No. 54 Item No.2 10 Supply and fixing of Pavement maker ( Cat Eye ) type X-ASTMD-4956-04.Every dimension 3 m ( USA make ) adherant plotting compound. The housing shall contain prismetic two glass covered prismetic reflective face to reflect incident light I/C all taxes.Page No. 54 Item No.5 11 Dirctiona and place Identification signs up to 0.90 sqm sige Board Providing and erecting direction and place identification retro-reflectorised as per -67 made of high intensity grade sheeting The Retro reflective sheeting shall be tested for a cerficate of having the sheeting tested for coefficient of bretro reflicetion day time colour and luminance , shrinkage flexibility sheeting tested for vcoefficient of retro reflection , day time colour and fungus resistance , 3 years out door weathering and its having passed these tests shall be obtained from international/ government Laboratory /Institute by the manufacturar of the sheeting and in case the certificate is oblained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad, alternatively, a certificate conforming to as tm specifcation (D 4956-09) on artificial accelerated weathering requirments from a reputed laborratory in india can be accepted provisionnally in such 2 sifuation , the Employer /client ,if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeling the requlrement of three years outdoor weathering of the sheeling as per IRC 67:2012: Legends, letters, numerals and bord etc should be as per morthspecification No-801.3.7 Sheet fixed over aluminium sheeting 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 mm x 75 mmx6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x45cm x60cm,60 cm belowground leave as per approved drawing . complete.Page No. 57 Item No.19 12 Retro-refiectorised Traffic sign as per IRC-67-2012providingand fixing of retro-refleectorised cautionary, mandatory and informatory sign as per IRC-2012 made of high intensity grade sheeting type -iv vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel iron post 75 mm x 75 mmx6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x45cm x60cm,60 cm belowground leave as per approved drawing . The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coeffcient of reflection day time colour and luminance shnnkage fiexibility, liner removal adhesion impact resistance, specular gloss and fungus resistance, 3 years out door weathering and its having passed these tests shall be obtained from international/ government Laboratory /Institute by the manufacturar of the sheeting and in case the certificate is oblained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad, alternatively, a certificate conforming to as tm specifcation (D 4956-09) on artificial accelerated weathering requirments from a reputed laborratory in india can be accepted provisionnally in such 2 sifuation , the Employer /client ,if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeling the requlrement of three years outdoor weathering of the sheeling as per IRC 67:2012: Legends, letters, numerals and bord etc should be as per morthspecification No-801.3.7 proof of the same in from of govermment report shall be uploaded while quoting tender. (1) 90cm equilateral trengle with difrent plenth size (20cmx60cm).Page No. 57 Item No.18(i) 13 Retro-refiectorised Traffic sign as per IRC-67-2012providingand fixing of retro-refleectorised cautionary, mandatory and informatory sign as per IRC-2012 made of high intensity grade sheeting type -iv vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel iron post 75 mm x 75 mmx6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x45cm x60cm,60 cm belowground leave as per approved drawing . The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coeffcient of reflection day time colour and luminance shnnkage fiexibility, liner removal adhesion impact resistance, specular gloss and fungus resistance, 3 years out door weathering and its having passed these tests shall be obtained from international/ government Laboratory /Institute by the manufacturar of the sheeting and in case the certificate is oblained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad, alternatively, a certificate conforming to as tm specifcation (D 4956-09) on artificial accelerated weathering requirments from a reputed laborratory in india can be accepted provisionnally in such 2 sifuation , the Employer /client ,if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeling the requlrement of three years outdoor weathering of the sheeling as per IRC 67:2012: Legends, letters, numerals and bord etc should be as per morthspecification No-801.3.7 proof of the same in from of govermment report shall be uploaded while quoting tender. (x) 30x90cm (left/Right) object hazard.Page No. 57 Item No.18(x) 14 Retro-refiectorised Traffic sign as per IRC-67-2012providingand fixing of retro-refleectorised cautionary, mandatory and informatory sign as per IRC-2012 made of high intensity grade sheeting type -iv vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel iron post 75 mm x 75 mmx6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x45cm x60cm,60 cm belowground leave as per approved drawing . The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coeffcient of reflection day time colour and luminance shnnkage fiexibility, liner removal adhesion impact resistance, specular gloss and fungus resistance, 3 years out door weathering and its having passed these tests shall be obtained from international/ government Laboratory /Institute by the manufacturar of the sheeting and in case the certificate is oblained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad, alternatively, a certificate conforming to as tm specifcation (D 4956-09) on artificial accelerated weathering requirments from a reputed laborratory in india can be accepted provisionnally in such 2 sifuation , the Employer /client ,if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeling the requlrement of three years outdoor weathering of the sheeling as per IRC 67:2012: Legends, letters, numerals and bord etc should be as per morthspecification No-801.3.7 proof of the same in from of govermment report shall be uploaded while quoting tender.. 60cmx60cm square with diffinitation plate (20cmx60cm). Page No. 58 Item No.18(vi) 15 Supply & Fixing of Retro Reflective Tree Plate having size 15cm x 15cm cons/sting Typoe Xi Retro ReflectiveSheeting Fixed over 1.50 mm thick aluminum sheet including labour, Materal T&P etc for proper completion of the work The rate shall include all Materinals, lobour, T&P, transportation installation and incldentais all complete as per direction of the Engineer-in-Charge. Page No. 58 Item No.4 16 Supply and Installation of Delinator (road way indicators. Hazard markers, object marker) 1.2m long and 100 mm x 50mm, painted black colour and Red, white and Yellow strips of 60 cm continuous strip in two side reflcetorised panel at the top buried of pressed into the ground and conforming to IRC:79 and the drawing installation work shall be as per relevant clauses of MORTH specification section 800 and IRC 67 2010 Complete in all respect. For Both side reflectorized panel. Page No. 54 Item No.1 17 MORTH-801 Retro-reflectorised Traffic sign as per IRC-67-2012 providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC 67-2012 made of high intensity grade sheeting type-IV vide clause 801.3. fixed over aluminium sheeting 15 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground bymeans of property designed 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 a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and Its having passed these tests shall be obtained from International Govemment Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer / Client, if so desires. could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67 2012. Legends, letters numerals and borders etc should be as per MoRTH specification No-801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender. Page-57 Item No. 18(x)i) 30X90 Cm object Hazard

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Government Departments No of Bidders 4

Uttar Pradesh View Result →

35.

Housing Urban and Rular Development #10587149 Price Bid

Tender For Road Safety of Shahganj Inam Naraina Papi Road (ODR). - Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m. As per SOR 2 Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 3 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. 4 Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70to 1.00 kg/sqm using mechanical means. 5 Providing and laying dense graded bituminous macadam with 60-90 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.50 percent by weight of total mix and filler, fransporting 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. 505 complete in all respects. 6 Providing and applying tack coat withbitumen VG-10 using pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with mechanical broom as per Technical Specification Clause 503. 7 Providing and laying 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 @ 5.4 to 5.6per 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. 509 complete in all respects 8 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 9 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. Page No. 54 Item No.2 10 Supply and fixing of Pavement maker ( Cat Eye ) type X-ASTMD-4956-04.Every dimension 3 m ( USA make ) adherant plotting compound. The housing shall contain prismetic two glass covered prismetic reflective face to reflect incident light I/C all taxes.Page No. 54 Item No.5 11 Dirctiona and place Identification signs up to 0.90 sqm sige Board Providing and erecting direction and place identification retro-reflectorised as per -67 made of high intensity grade sheeting The Retro reflective sheeting shall be tested for a cerficate of having the sheeting tested for coefficient of bretro reflicetion day time colour and luminance , shrinkage flexibility sheeting tested for vcoefficient of retro reflection , day time colour and fungus resistance , 3 years out door weathering and its having passed these tests shall be obtained from international/ government Laboratory /Institute by the manufacturar of the sheeting and in case the certificate is oblained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad, alternatively, a certificate conforming to as tm specifcation (D 4956-09) on artificial accelerated weathering requirments from a reputed laborratory in india can be accepted provisionnally in such 2 sifuation , the Employer /client ,if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeling the requlrement of three years outdoor weathering of the sheeling as per IRC 67:2012: Legends, letters, numerals and bord etc should be as per morthspecification No-801.3.7 Sheet fixed over aluminium sheeting 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 mm x 75 mmx6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x45cm x60cm,60 cm belowground leave as per approved drawing . complete.Page No. 57 Item No.19 12 Retro-refiectorised Traffic sign as per IRC-67-2012providingand fixing of retro-refleectorised cautionary, mandatory and informatory sign as per IRC-2012 made of high intensity grade sheeting type -iv vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel iron post 75 mm x 75 mmx6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x45cm x60cm,60 cm belowground leave as per approved drawing . The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coeffcient of reflection day time colour and luminance shnnkage fiexibility, liner removal adhesion impact resistance, specular gloss and fungus resistance, 3 years out door weathering and its having passed these tests shall be obtained from international/ government Laboratory /Institute by the manufacturar of the sheeting and in case the certificate is oblained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad, alternatively, a certificate conforming to as tm specifcation (D 4956-09) on artificial accelerated weathering requirments from a reputed laborratory in india can be accepted provisionnally in such 2 sifuation , the Employer /client ,if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeling the requlrement of three years outdoor weathering of the sheeling as per IRC 67:2012: Legends, letters, numerals and bord etc should be as per morthspecification No-801.3.7 proof of the same in from of govermment report shall be uploaded while quoting tender. (1) 90cm equilateral trengle with difrent plenth size (20cmx60cm).Page No. 57 Item No.18(i) 13 Retro-refiectorised Traffic sign as per IRC-67-2012providingand fixing of retro-refleectorised cautionary, mandatory and informatory sign as per IRC-2012 made of high intensity grade sheeting type -iv vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel iron post 75 mm x 75 mmx6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x45cm x60cm,60 cm belowground leave as per approved drawing . The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coeffcient of reflection day time colour and luminance shnnkage fiexibility, liner removal adhesion impact resistance, specular gloss and fungus resistance, 3 years out door weathering and its having passed these tests shall be obtained from international/ government Laboratory /Institute by the manufacturar of the sheeting and in case the certificate is oblained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad, alternatively, a certificate conforming to as tm specifcation (D 4956-09) on artificial accelerated weathering requirments from a reputed laborratory in india can be accepted provisionnally in such 2 sifuation , the Employer /client ,if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeling the requlrement of three years outdoor weathering of the sheeling as per IRC 67:2012: Legends, letters, numerals and bord etc should be as per morthspecification No-801.3.7 proof of the same in from of govermment report shall be uploaded while quoting tender. (x) 30x90cm (left/Right) object hazard.Page No. 57 Item No.18(x) 14 Supply & Fixing of Retro Reflective Tree Plate having size 15cm x 15cm cons/sting Typoe Xi Retro ReflectiveSheeting Fixed over 1.50 mm thick aluminum sheet including labour, Materal T&P etc for proper completion of the work The rate shall include all Materinals, lobour, T&P, transportation installation and incldentais all complete as per direction of the Engineer-in-Charge. Page No. 58 Item No.4 15 Supply and Installation of Delinator (road way indicators. Hazard markers, object marker) 1.2m long and 100 mm x 50mm, painted black colour and Red, white and Yellow strips of 60 cm continuous strip in two side reflcetorised panel at the top buried of pressed into the ground and conforming to IRC:79 and the drawing installation work shall be as per relevant clauses of MORTH specification section 800 and IRC 67 2010 Complete in all respect. For Both side reflectorized panel. Page No. 54 Item No.1 16 MORTH-801 Retro-reflectorised Traffic sign as per IRC-67-2012 providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC 67-2012 made of high intensity grade sheeting type-IV vide clause 801.3. fixed over aluminium sheeting 15 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground bymeans of property designed 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 a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and Its having passed these tests shall be obtained from International Govemment Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer / Client, if so desires. could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67 2012. Legends, letters numerals and borders etc should be as per MoRTH specification No-801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender. Page-57 Item No. 18(x)i) 30X90 Cm object Hazard

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Government Departments No of Bidders 4

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36.

Housing Urban and Rular Development #10587147 Price Bid

Tender For Road Safety of Dalla Billi Link Road (VR). - Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m 2 Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 3 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. 4 Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70to 1.00 kg/sqm using mechanical means. 5 Providing and laying dense graded bituminous macadam with 60-90 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.50 percent by weight of total mix and filler, fransporting 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. 505 complete in all respects. 6 Providing and applying tack coat withbitumen VG-10 using pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with mechanical broom as per Technical Specification Clause 503. 7 Providing and laying 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 @ 5.4 to 5.6per 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. 509 complete in all respects 8 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 9 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. 10 Supply and fixing of Pavement maker ( Cat Eye ) type X-ASTMD-4956-04.Every dimension 3 m ( USA make ) adherant plotting compound. The housing shall contain prismetic two glass covered prismetic reflective face to reflect incident light I/C all taxes. 11 Retro-refiectorised Traffic sign as per IRC-67-2012 providingand fixing of retro-refleectorised cautionary, mandatory and informatory sign as per IRC-2012 made of high intensity grade sheeting type -iv vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel iron post 75 mm x 75 mmx6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x45cm x60cm,60 cm belowground leave as per approved drawing . The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coeffcient of reflection day time colour and luminance shnnkage fiexibility, liner removal adhesion impact resistance, specular gloss and fungus resistance, 3 years out door weathering and its having passed these tests shall be obtained from international/ government Laboratory /Institute by the manufacturar of the sheeting and in case the certificate is oblained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad, alternatively, a certificate conforming to as tm specifcation (D 4956-09) on artificial accelerated weathering requirments from a reputed laborratory in india can be accepted provisionnally in such 2 sifuation , the Employer /client ,if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeling the requlrement of three years outdoor weathering of the sheeling as per IRC 67:2012: Legends, letters, numerals and bord etc should be as per morthspecification No-801.3.7 proof of the same in from of govermment report shall be uploaded while quoting tender. (1) 60cm equilateral trengle with difrent plenth size (20cmx60cm).

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Government Departments No of Bidders 4

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37.

Public Administrative Department #10583957 Price Bid

Tender For Providing And Re fixing Of Cantilever Over Head Sign Boards At Civil Lines And Near Traffic Park In Nagpur City

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Local Bodies No of Bidders 2

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38.

Housing Urban and Rular Development #10564353 Price Bid

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Government Departments No of Bidders 5

Rajasthan View Result →

39.

Public Administrative Department #10546806 Price Bid

Open E-Tender For Allotment Of Advertisement Rights For Display Of Advertisement Through Clusters Of Unipoles /Individual Unipole And Flag Signs/Market Cluster Under The Jurisdiction Of Mcd. Flag Signs Cluster No.39, Pusa Traffic Circle To Shadi Pur Metro Station, Ftc Pusa Traffic Circle To Shadi Pur Metro Station, Karol Bagh

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Local Bodies No of Bidders 3

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40.

Drinking Water Supply and Sanitation #10540777 Price Bid

Tender For Desilting Of Kanhiya Nagar Sps By Super Sucker Machine In Ac-16 Tri Nagar Under Ee ( Nw ) Iii, Desilting And Taking Out Of Debris / Silt / Rubbish Etc . From Trunk Sewer Which Is Heavily Surcharges By Mechanical Device As Like Super Sucker Machine / Mechanical Device I / C Safe Disposal Of Silt With In Muncipal Limits And There After Cctv Survey Of Sewer Line With Plan & Tilt Ratated Camera And Recording And Giving Three Set Of Cd Or Cassete As Directed By Engineer-In-Charge . Sealing Of All Joints Of The Sewer Line Found Leaking With Admixture Of Cement And Other Suitable Chemical Installation Of Adequate Number Of Over Pumping , System Lead Proof Stanking Arrangement Of U / S & D / S Side Working Length Temporary Rising Main Etc . To For Smooth Flow Of Sewerage System To Avoid Flood In The Area Supply Of All Material , Labour Tool & Plants Temporary Power Connection With Standby Generator Set Of Capacity Of At Least 62 . 5 Kva , Gas Detector Forced Air Ventilators Etc . & Provision Of Safety Equipment As Per Guide Lines Laid In Is 11972 ( 1987 ) / International Standard , Traffic Control Arrangement And Proper Lighting At Night Barricading Display Of Sign Boards Insuarance Of Workman & Cleaning Of Site Removal Of All Hindrances / Obstructions , Unforseen Items Permissions From Other Departments ( Department Will Only Assist In Getting The Permission Etc . ) Cutting Of Bituminous Road , Excavation , Demolising Of Brick Work In Taper Portion Of The M / H & Restoring & Getting The Same Constructed Complete; . All Inclusive & Nothing Extra Shall Be Payable .

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Boards / Undertakings / PSU No of Bidders 5

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41.

Drinking Water Supply and Sanitation #10540775 Price Bid

2 Desilting Of Deep Main Peripheral Sewer Line 300 To 600 Mm Dia By Super Sucker Machine Along Najafgarh Drain Road In Tri Nagar Ac-16 Under Ee ( Nw ) Iii . , Desilting And Taking Out Of Debris / Silt / Rubbish Etc . From Trunk Sewer Which Is Heavily Surcharges By Mechanical Device As Like Super Sucker Machine / Mechanical Device I / C Safe Disposal Of Silt With In Muncipal Limits And There After Cctv Survey Of Sewer Line With Plan & Tilt Ratated Camera And Recording And Giving Three Set Of Cd Or Cassete As Directed By Engineer-In-Charge . Sealing Of All Joints Of The Sewer Line Found Leaking With Admixture Of Cement And Other Suitable Chemical Installation Of Adequate Number Of Over Pumping , System Lead Proof Stanking Arrangement Of U / S & D / S Side Working Length Temporary Rising Main Etc . To For Smooth Flow Of Sewerage System To Avoid Flood In The Area Supply Of All Material , Labour Tool & Plants Temporary Power Connection With Standby Generator Set Of Capacity Of At Least 62 . 5 Kva , Gas Detector Forced Air Ventilators Etc . & Provision Of Safety Equipment As Per Guide Lines Laid In Is 11972 ( 1987 ) / International Standard , Traffic Control Arrangement And Proper Lighting At Night Barricading Display Of Sign Boards Insuarance Of Workman & Cleaning Of Site Removal Of All Hindrances / Obstructions , Unforseen Items Permissions From Other Departments ( Department Will Only Assist In Getting The Permission Etc . ) Cutting Of Bituminous Road , Excavation , Demolising Of Brick Work In Taper Portion Of The M / H & Restoring & Getting The Same Constructed Complete; . All Inclusive & Nothing Extra Shall Be Payable . 600 Mm Dia , 533 Mm Dia , 450 Mm Dia , 300 Mm Dia

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Boards / Undertakings / PSU No of Bidders 6

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42.

Road Transport and Highways #10525339 Price Bid

Black Spot Rectification On Nh-31 Providing And Installation Of Road Safety Measures By Fixing Of Traffic Sign Board Construction Of Metal Beam Crash Barrier Fixing Of Road Delineators Road Stud And Road Marking From Km 931 . 400 To Km 931 . 700 And Km 946 . 100 To Km 946 . 600 On Bilasipar

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Government Departments No of Bidders 6

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43.

Road Transport and Highways #10485444 Price Bid

Providing, Installation Of Road Safety Measures By Fixing Of Traffic Sign Board , Road Marking Under Mnr Head For Fy-23-24 (I.) On Nh-37Under Cachar-Hailakandi District (Ii.) On Nh-306Under Cachar District (Iii.) On Nh-37-08 Under Karimganj

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Government Departments No of Bidders 3

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44.

Housing Urban and Rular Development #10432377 AOC

Contract Date: Jun 30, 2026 Contract Value : ₹ 5.11 Crore

Government Departments No of Bidders 2

Goa View Result →

45.

Housing Urban and Rular Development #10432373 AOC

Contract Date: Jun 30, 2026 Contract Value : ₹ 6.91 Crore

Government Departments No of Bidders 2

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46.

Public Administrative Department #10432065 Price Bid

Tender For Annual Rate Contract Of Misc Work In Municipa Area - 1 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer. Cement Concrete Grade M-15 and above and PCC blocks 2 Carriage of Materials by mechanical transport including loading, unloading and stacking 2 km lead. 3 Providing 1.20 metre high fencing with angle iron posts 50 mm x 50 mm x 6 mm at 3 metre center to center with 0.40 metre embedded in M15 grade cement concrete, corner, end and every 10th post to be strutted, provided with welded steel wire fabric of 75 mm x 50 mm mesh or 75 mm x 25 mm mesh and fixed to iron posts by flat iron 50 x 5 mm and bolts etc. complete in all respects including all material, labour. 4 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 andsimilar works. 5 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 3 metre long and size 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including all material, labour. 80 mm x 60 mm rectangular 6 Supplying, erecting and fixing in position specified precast RCC bench made of RCC grade M-30 consisting of 2 Nos. “L” shaped base support of thickness 100 mm back height 1000mm, front height 450 mm, base width 420mm and 5 Nos. RCC planks of size of 1500x100 x 50 mm and 1 Nos RCC planks of 150x200x50mm including joining all parts with galvanised nuts and bolts of suitable size. All bolts to be sealed after assembly with nice finish and appearance and level complete in all respect as per direction of engineer in-charge. Every bench should have a manufacturer’s logo of appropriate size Engraved at suitable place. 7 Providing and fixing tree guard 0.60 metre square,2.00 metre high fabricated with MS angle iron 30 x 30 x 3 mm,MS iron 25 x 3 mm and steel wire3 mm dia welded and fabricated as per design in two halves bolted together. 8 Providing and fixing of precast concrete interlocking tiles of desired shape of M 30 grade manufactured from fully computerized automatic stationery hydraulic vibrio pressed machine and fully computerized automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined.Complete job is to be executed as per the instruction of Engineer incharge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. Tensile splitting strength, abrasion and braking load etc. as per BS 6717:2001, Grey cement. 60mm thick . 9 Providing and fixing precast cement concrete M-20 grade (Using mechanical Concrete Mixer) kerb stone top and bottom width 115 and 165 mm respectively, 250 mm high on 150 mm thick PCC M-10 grade foundation as per design, including fixing at site as per clause 408 of MoRT&H Specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. 10 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. 11 Supplying and stacking good earth at site of work. Note: 1) Loading, unloading and carriage to be paid extra as per actual lead.2)Earth measured in stacks will be reduced by 20% foe payment 12 Providing corrugated G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets 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.1.00mm thick with zinc coating not less than 275gm/m²

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Local Bodies No of Bidders 2

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47.

Power #10421747 Price Bid

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Government Departments No of Bidders 4

Rajasthan View Result →

48.

Public Administrative Department #10416443 Price Bid

Carrying Out Traffic Safety Works On Pune City Road, Thermoplastic Painting, Strips, Zebra Strips, Sign Boards Cats Eye Etc

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Local Bodies No of Bidders 11

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49.

Housing Urban and Rular Development #10408460 Price Bid

Installation Of Traffic Signs At East Main Road In The District Of Kalimpong Under Kalimpong Division, Pwd

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Government Departments No of Bidders 3

West Bengal View Result →

50.

Public Administrative Department #10401852 Price Bid

Tender For Annual Plan-Kbp 2025-26 Maintenance Works To Erattode Wier And Steps In Thenkurussi Gp-(Pr 86/26)-General Civil Work - Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I. Ordinary soil(i) Upto 3 m depth 3 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I. P.C.C grade M 10(i) Nominal mix 1:3:6 4 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4) 5 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 6 10.3.B:Direction and place indentification signs up to 0.9 sqm size boardB. Semi-Reflective Traffic signsProviding and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 7 Dowel bar 8 OD337099/2025-2026:DOWEL BARS-Supplying and providing Dowel bars of size25mm dia,1.5m long(75mm rock and 75mm in concrete)including drilling holesof 30mm dia and filling the gap with cement grout(0.25kg per each)etc complete 9 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete 10 50.2.25.1:Filling with contractors own 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 up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Government Departments No of Bidders 2

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