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Gem Bids For Mechanical Tools
Gem Bids For Mechanical Tools , Plier , Needle File , Half Round File , Round File , Flat File , Wrench , Driver Set , Chisel , Spanner , Adapter , Punch Set , Spanner , Spanner Combined , Circlip Plier , Nose Plier , Electrical Plier , Wrench
Supply Of Electrical/mechanical Critical Spares And Tools For Mhep Pahalgam
Gem Bids For Package No. 1 - Atal Tinkering Lab Of Niti Aayogelectronics Development, Robotics, Internet Ofthings And Sensors Q3, Package No. 2 Atal Tinkeringlab Of Niti Aayog Rapid Prototyping Tools Q3, Package No.3 Atal Tinkering Lab Of Niti Aayog Mechanical, Electrical Andmeasurement Tools Q3, Package No 4 - Atal Tinkering Labof Niti Aayog Power Supply And Accessories And Safetyequipment Q3 * * // ./ ./ % %/Years Of Past Experience Required Forsame/Similar Service3 Year S 2 2 % % 8 8 /Mse Relaxation For Years Ofexperience And Turnoverno& % & % 2 2 % % 8 8 /Startup Relaxation For Years Ofexperience And Turnoverno 9 9 & & /Document Requiredfrom Sellerexperience Criteria, Past Performance, Bidderturnover, Certificate Requested In Atc, Oem Authorizationcertificate, Additional Doc 1 Requested In Atc, Additionaldoc 2 Requested In Atc, Additional Doc 3 Requested Inatc, Additional Doc 4 Requested In Atc*In Case Any Bidder Is Seeking Exemption From Experience /Turnover Criteria, The Supporting Documents To Prove Hiseligibility For Exemption Must Be Uploaded For Evaluation Bythe Buyer ; /Bid Number: Gem/2025/B/7035272< /Dated: 23-12-2025 & & / Bid Document1 / 13 D D F F G G < < & F & F H H F F < < J J? ? % % /Do You Want To Showdocuments Uploaded By Bidders To Allbidders Participated In Bid?Yes Documents Submitted As Part Of A Clarification Orrepresentation During The Tender/Bid Process Will Also Bedisplayed To Other Participated Bidders After Log In & & N N ; ; / Minimum Number Ofbids Required To Disable Automatic Bidextension3< F< F ; ;, , . . -- / / Number Of Days For Which Bidwould Be Auto--Extended3 D H D H < < < < / /Number Of Auto Extension Count1 8 % 8 % /Past Performance50 % S %S % <9 <9 < < /Bid To Ra Enabledno 8 8 /Type Of Bidtwo Packet Bid8 8 U U /Primary Product Categorypackage No. 1 - Atal Tinkering Lab Of Niti Aayogelectronics Development, Robotics, Internet Ofthings And Sensors V V & X & X /Time Allowed For Technicalclarifications During Technical Evaluation2 Days / / N N Y Y / / 8 8 / % % H F H F G G /Inspection Required Byempanelled Inspection Authority / Agenciespre-Registered With Gemnopayment Timelinespayments Shall Be Made To The Seller Within 45 Days Ofissue Of Consignee Receipt-Cum-Acceptance Certificatecrac And On-Line Submission Of Bills This Is Insupersession Of 10 Days Time As Provided In Clause 12 Ofgem Gtc V V Y Y /Evaluation Methodtotal Value Wise Evaluation & & /Arbitration Clauseno /Mediation Clauseno //Bid Details /Emd Detail J /Advisory Bankstate Bank Of India /Emd Amount13000 /Epbg Detail2 / 13 J /Advisory Bankstate Bank Of India 8 %/Epbg Percentage%3.00 N /Duration Of Epbgrequired Months.12A. 2 ^ % & 8& % & % 8 J S F /Emd Exemption: The Bidder Seeking Emd Exemption, Must Submit The Valid Supporting Documentfor The Relevant Category As Per Gem Gtc With The Bid. Under Mse Category, Only Manufacturers For Goods Andservice Providers For Services Are Eligible For Exemption From Emd. Traders Are Excluded From The Purview Of Thispolicy.B. , , ` / H < / Emd & Performance Securityshould Bein Favour Of Beneficiary, Wherever It Is Applicable. ` ` /Beneficiary : Deodeo Anuppur, School Education Department Madhya Pradesh, School Education Portal, District Education Officer Anuppur < / Bid Splitting Not Applied. /Mse Purchase Preference /Mse Purchase Preferenceno /Mii Purchase Preference /Mii Purchase Preferenceno1. Experience Criteria: In Respect Of The Filter Applied For Experience Criteria, The Bidder Or Its Oem Of The Productoffered In The Bid Themselves Or Through Resellers Should Have Regularly, Manufactured And Supplied Same Or
Gem Bids For Repair, Maintenance, And Installation Of Plant/ Systems/equipments (version 2) - Manufacturing Unit; Cc/o/mws/m/2526/418 Biennial Assistance For Miscellaneous Maintenance Of Machine Tools In The Mechanical Workshop For Fy 2026 27 And 2027 28; As Per ..
Inviting Rates For Supplying Of Material For Repair And Tmaintenance Of Various Electrical And Mechanical Tools Conforming To Is Specification To Nagar Palika Parishad Shahdol For Repairing Maintenance And Generalwork Of Existin Inviting Rates For Supplying Of Material For Repair And Maintenance Of Various Electrical And Mechanical Tools Conforming To Is Specification To Nagar Palika Parishad Shahdol For Repairing Maintenance And General Work Of Existing Water Treatmentplant
Supply Of Electrical And Electronics Tools Of Mechanical Department Fsd Lab
Inviting Rates For Supplying Of Material For Repair And Maintenance Of Various Electrical And Mechanical Tools Conforming To Is Specification To Nagar Palika Parishad Shahdol For Repairing Maintenance And General Work Of Existing Water Treatment
Excavation For Structures Earthwork In Excavation For Structures As Per Drawing And Morth Specifications Clause 304.1 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. Ordinary Soil Upto 3 M Depth Providing Concrete For Plain/reinforced Concrete In Open Foundations Complete As Per Drawings And Morth Specifications Clause 1702, 1703, 2102 & 2104 P.c.c Grade M 10 Nominal Mix 1:3:6 Providing Concrete For Plain/reinforced Concrete In Open Foundations Complete As Per Drawings And Morth Specifications Clause 1702, 1703, 2102 & 2104 R.c.c Grade M 20 Supplying, Fitting And Placing Hysd Bar Reinforcement In Foundation Complete As Per Drawings And Morth Specifications Clauses 1009,1600 And 2102 Construction Of Embankment With Material Obtained From Borrow Pits Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300-1 And 300-2 With A Lead Upto 50 M As Per Morth Specification Clause 305 Carriage Of Material From Quarry / Crusher To Work Site Including Loading, Unloading And Stacking All Complete. Earth, Sand, Lime, Morrum Manure Or Sludge For 5.05 Km. Granular Sub-base With Close Graded Material (table:- 400-1) Plant Mix Method 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-ii Material Dry Lean Cement Concrete Construction Of Dry Lean Cement Concrete Sub- Base Over A Prepared Sub-grade With Coarse And Fine Aggregate Conforming To Is: 383, The Size Of Coarse Aggregate Not Exceeding 25 Mm, Aggregate Cement Ratio Not To Exceed 15:1, Aggregate Gradation After Blending To Be As Per Table 600-1, Cement Content Not To Be Less Than 150 Kg/ Cum, Optimum Moisture Content To Be Determined During Trial Length Construction, Concrete Strength Not To Be Less Than 10 Mpa At 7 Days, Mixed In A Batching Plant, Transported To Site, Laid With A Paver With Electronic Sensor, Compacting With 8-10 Tonnes Vibratory Roller, Finishing And Curing. Construction Of Un-reinforced, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 602.2.2 M30 (grade), Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Concrete Mixer Of Not Less Than 0.5 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Levelling The Formwork As Per Drawing), Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Continuous Operation Including Provision Of Contraction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Sealant Near Approaches To Bridge/culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14-days, Using Water Finishing To Lines And Grade As Per Drawing And Morth Specification Clause 602 Including Vaccum Dewatering Process With All Required Equipments (dowel Bars Will Be Paid Seprately) Dismantling Of Cement Concrete Pavements As Per Morth Specification Clause 202. Dismantling Of Cement Concrete Pavements By Mechanical Means Using Pneumatic Tools Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Upto A Lead Of 1000 M, Stacking Serviceable And Unserviceable Materials Separately Harnawda Shahji To Kachnariya Khurd Km. 1/500, 1/800, 2/500
Excavation For Structures Earthwork In Excavation For Structures As Per Drawing And Morth Specifications Clause 304.1 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. Ordinary Soil Upto 3 M Depth Providing Concrete For Plain/reinforced Concrete In Open Foundations Complete As Per Drawings And Morth Specifications Clause 1702, 1703, 2102 & 2104 P.c.c Grade M 10 Nominal Mix 1:3:6 Providing Concrete For Plain/reinforced Concrete In Open Foundations Complete As Per Drawings And Morth Specifications Clause 1702, 1703, 2102 & 2104 R.c.c Grade M 20 Supplying, Fitting And Placing Hysd Bar Reinforcement In Foundation Complete As Per Drawings And Morth Specifications Clauses 1009,1600 And 2102 Plain/reinforced Cement Concrete In Substructure Complete As Per Drawings And Morth Specification Clauses 1700 And 2200 For Height Upto 5 M R.c.c Grade M 20 Plain/reinforced Cement Concrete In Substructure Complete As Per Drawings And Morth Specification Clauses 1700 And 2200 For Height Upto 5 M R.c.c. Grade M 25 Supplying, Fitting And Placing Hysd Bar Reinforcement (fe 415) In Substructrue Complete As Per Drawings And Morth Specification Clauses 1009,1600 & 2202 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 Providing And Laying Reinforced Cement Concrete In Superstructure As Per Drawing And Morth Specifications Clauses 1700, 2302 And 2304 R.c.c. Grade M 30 Supplying, Fitting, And Placing Hysd Bar Reinforcement In Superstructure Complete As Per Drawing And Morth Specifications Clauses 1009,1600 And 2302 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) Reinforced Cement Concrete M 25 Grade Approach Slab Including Reinforcement And Formwork Complete As Per Drawing And Morth Specifications Clauses 1700 And 2704 Providing And Fixing 20 Mm Thick Compressible Fibre Board In Expansion Joint Complete As Per Drawing And Morth Specifications Clause 2604 Providing And Fillling Joint Sealing Compound As Per Drawings And Morth Specifications With Coarse Sand And 6 Per Cent Bitumen By Weight Clause 2604 Drainage Spouts Complete As Per Drawing And Morth Specifications Clause 2705 Providing And Laying Filter Media With Granular Crushed Aggregates As Per Specification To A Thickness Of Not Less Than 600 Mm With Smaller Size 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 Specification Clause 2204.6 & 2504.2.2 Backfilling Behind Abutment, Wing Wall And Return Wall Complete As Per Drawings & Morth Specification Clause 304.3.7 & 2204.6 Granular Material Dismantling Of Existing Structures Like Culverts, Bridges, Retaining Walls And Other Structure Comprising Of Stone Masonry, Including Disposal Of Unserviceable Material And Stacking The Serviceable Material With All Lift And Lead Of 1000 M As Per Morth Specification Clause 202. Rubble Stone Masonry In Cement Mortar 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. Granular Sub-base With Close Graded Material (table:- 400-1) Plant Mix Method 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-ii Material Dry Lean Cement Concrete Construction Of Dry Lean Cement Concrete Sub- Base Over A Prepared Sub-grade With Coarse And Fine Aggregate Conforming To Is: 383, The Size Of Coarse Aggregate Not Exceeding 25 Mm, Aggregate Cement Ratio Not To Exceed 15:1, Aggregate Gradation After Blending To Be As Per Table 600-1, Cement Content Not To Be Less Than 150 Kg/ Cum, Optimum Moisture Content To Be Determined During Trial Length Construction, Concrete Strength Not To Be Less Than 10 Mpa At 7 Days, Mixed In A Batching Plant, Transported To Site, Laid With A Paver With Electronic Sensor, Compacting With 8-10 Tonnes Vibratory Roller, Finishing And Curing. Construction Of Un-reinforced, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 602.2.2 M30 (grade), Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Concrete Mixer Of Not Less Than 0.5 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Levelling The Formwork As Per Drawing), Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Continuous Operation Including Provision Of Contraction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Sealant Near Approaches To Bridge/culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14-days, Using Water Finishing To Lines And Grade As Per Drawing And Morth Specification Clause 602 Including Vaccum Dewatering Process With All Required Equipments (dowel Bars Will Be Paid Seprately) Dismantling Of Cement Concrete Pavements As Per Morth Specification Clause 202. Dismantling Of Cement Concrete Pavements By Mechanical Means Using Pneumatic Tools Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Upto A Lead Of 1000 M, Stacking Serviceable And Unserviceable Materials Separately 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 Earlier And 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 Thorny Jungle Gangti To Padaliya Road Km. 0/050
