Shoes Tenders

Description: Pl No.98050126] Scrap Cond./released/unserviceable Ms Scrap Such As Cbc Coupler Bodies, Angels Channels, Signal Rods, Dash Pot, Yokes, Draft Gears Sets, Ms Sheets, Winch For Lc Gate, Lever Lock, Lever Rods, Pull Rods, Suspension Tube, Housing Axle Bearing, Chequered Plates, Cbc Operating Handle, Rel Hook, Anti Roll Bracket, Dradger Drum, Ms Stool, Centring Disc, Ms Liners, Center Pivot Washer, Brake Shoe Head, Center Pivot Ring, Side Frame Key, Adopter Narrow Jaw, Anti Roll Bar, Bolts & Nuts, Wear Plate, Adopter Wide Jaw, Suspension Rods ,equalizing Stay, Erc Clips, Wagon Doors, Rail Flange, Chain Hook,hydraulic Motor, Pipe Fittings, Rotary Shield With Bearings, Sab Parts, Ls Beam, Hangers, Brake Levers, Brake Hangers, Ms Plates Of Elastomeric Pad, Adapter Broken, Center Pivot Top, Anvil, Workdout Sab, Gib Crane, Bracket, Plate Screws, Knuckle, Fabricated Test Rig, Gear Wheel, Anchor Link, Brake Beam, Axle Box Housing, Bearing Plates, Rivette, Chirr Plate, Ms Bed Plate, Ms Guage Tie Plate, Structure Bar, Ms Tie Plates, Slide Chaires, Brake Shoe Head, Locking Plate, Long Pull Rod, Operating Handle, Cbc Lock, Cbc Yoke, Lower Spring Sheet Beam, Center Beams, Center Pivot Washer, Screw Couplings, Pipes, Buffer Plungers, Buffer Casings, Draw Gear Hooks, Silent Blocks, Cut Off Sheets, Iron Rods, Face Plate, Base Bench Wise,savueesing Cylinder, Lifting Bcm Roll, Tamping Arm, And Other Items Coming Under Ms Scrap On As Is Where Is Condition Available Under The Custody Of Cdms 08 Ward Ap.note: Pick And Choose Of The Material Are Not Allowed. Loading To Be Started From One End And To Be Ended On Other End Only. (loc:bin No 0119 At Scrap Yard

Details: Amendment 0001: The Purpose Of Amendment 0001 Is To: 1) Update Dfarsclause 252.236-7001, Contract Drawings And Specifications To Add Fio Drawings And Instrumentation Inventory Report And Remove Fio Miscellaneous Drawings And Specifications Appendix Not Used. 2) In Accordance With Class Deviation 2025-o0002, Remove Pla Requirement From Section 00 21 00, Instructions To Offerors And Procedures For Submittal Of Offers And Proposal Evaluation Approach, And Section 00 73 00, Supplementary Conditions. 3) Remove Far Provision 52.222-33, Notice Of Project Labor Agreement, And Far Clause 52.222-34, Project Labor Agreement. 4) Provide Updated Price Schedule. 5) Update Far 52.236-27, Site Visit - Construction, Alternate I To Provide The New Site Visit Date Of 04 March 2025. Due To Inclement Weather, A "virtual" Pre-proposal Meeting Is Scheduled For 20 February 2025. All Other Pertinent Information Remains The Same. 6) Provide The Slide Presentation And Attendance List From The "virtual" Pre-proposal Meeting. 7) Update Far Provision 52.252-3, Alterations In Solicitation. ***************************************************************************** the U.s. Army Corps Of Engineers, Nashville District (lrn) Is Issuing A Request For Proposal (rfp), W912p525ra001, For A Single Firm Fixed-price Construction Contract For The Chickamauga Lock Replacement Approach Wall And Decommissioning Project In Chattanooga, Tn. project Description:the Scope Of This Project Will Consist Of The Construction Of River And Middle Approach Walls Downstream From The Lock, Decommissioning The Existing Lock, The Wet Commissioning Of The Lock Chamber Constructed In The Lock Chamber Contract, And Site Restoration Activities At The Project Site. Downstream Lock Approach Walls Will Be Constructed From Pre-cast Concrete Beams That Were Fabricated In 2012 And Are Currently Stored At Another Tennessee Valley Authority (tva) Facility Until Ready To Be Installed At The Project. The Downstream Approach Wall Will Extend Under And Through The Norfolk Southern Railway Bridge. Two (2) New 30-foot Diameter Mooring Cells Will Be Built Downstream Of The New Lock. Once The Existing Lock Is Closed, A Portion Of The Lock Chamber And The Associated Wall Culverts Will Be Plugged With Concrete. A Concrete Thrust Block Will Be Installed To Resist Concrete Expansion In The Dam, And The Remaining Area Will Be Filled With Stone. Miscellaneous Equipment And Buildings Will Be Removed. No Cofferdams Will Be Required For Decommissioning The Existing Lock, But Installation Of Needle Dams (similar To A Cofferdam, But More Temporary) May Be Required For Dewatering Of The Chamber. The Downstream Approach Wall, Decommissioning Of The Existing Lock, Wet Commissioning Of The New Lock, And Site Restoration Contract Is Anticipated To Be Awarded In Fourth Quarter Of Fiscal Year 2025 With A Base And Three (3) Options. disclosure Of Magnitude Of The Construction Project:the Estimated Price Range Is Between $250,000,000 And $500,000,000. naics Code And Sba Size Standard:237990 - Other Heavy And Civil Engineering Construction; $45,000,000. type Of Set-aside:none (full And Open/unrestricted) additional Information:specific Information Pertaining To This Procurement Will Be Available In The Solicitation. The Solicitation Documents Will Be Posted On The Sam.gov Website. It Is, And Will Continue To Be, The Responsibility Of All Potential Offerors To Monitor The Sam.gov Website For Any Amendments, Updates, Responses To Industry Questions/comments, Etc. The Government Will Not Be Maintaining A Mailing List. the Solicitation Is Subject To Project Labor Agreement (pla) Requirements. Effective January 22, 2024, Final Rule (far Case 2022-003), Implements Executive Order (e.o.) 14063, Use Of Plas For Federal Construction Projects, Which Requires The Use Of Plas In Large-scale (defined As $35 Million Or More) Federal Construction Projects Within The United States. A Pla Is Defined As A Pre-hire Collective Bargaining Agreement With One Or More Labor Organizations That Establishes The Terms And Conditions Of Employment For A Specific Construction Project And Is An Agreement As Described In 29 U.s.c. 158 (f). Further Details Will Be Provided In The Solicitation. in Accordance With Far Provision 52.222-33, Notice Of Requirement For Project Labor Agreement, Which Will Be Incorporated Into The Solicitation, All Offerors Are Required To Submit A Pla With Their Offer. At A Minimum, The Project Labor Agreement Must: i. Bind The Offeror And Subcontractors Engaged In Construction On The Construction Project To Comply With The Project Labor Agreement; ii. Allow The Offeror And All Subcontractors To Compete For Contracts And Subcontracts Without Regard To Whether They Are Otherwise Parties To Collective Bargaining Agreements; iii. Contain Guarantees Against Strikes, Lockouts, And Similar Job Disruptions; iv. Set Forth Effective, Prompt, And Mutually Binding Procedures For Resolving Labor Disputes Arising During The Term Of The Project Labor Agreement; v. Provide Other Mechanisms For Labor-management Cooperation On Matters Of Mutual Interest And Concern, Including Productivity, Quality Of Work, Safety, And Health; And vi. Fully Conform To All Statues, Regulations, Executive Orders, And Agency Requirements. one (1) Or More Of The Items Under This Acquisition Is Subject To The World Trade Organization Government Procurement Agreement And Free Trade Agreements. point-of-contact:the Primary Contract Specialist For This Solicitation Is Andrew Roth, Email: Andrew.r.roth@usace.army.mil. Any Communication Regarding This Notice Should Be Made In Writing Sent Via Email And Must Identify The Solicitation Number, Company Name, Address, Phone Number And Point Of Contact. requirements To View Cui Documents: Due To Controlled Unclassified Information (cui) Requirements, Only Persons Approved By Security Will Be Permitted To View Cui Documents. In Addition To The Information Below, Please Also Provide Your Firm’s Name, Firm’s Cage And/or Unique Entity Identifier Number, And Name And Position Title Of Primary Point-of-contact And Their Telephone Number And Email Address. Contractors Must Also "request Access" By Logging Into Sam.gov, Locating The Solicitation, Scrolling To The Bottom Of The Post, And Selecting "request Access" Next To Controlled Documents pre-proposal Site Visit:there Is A Pre-proposal Site Visit Expected To Take Place Onfebruary 20, 2025, At 10:00 Am Eastern Time.due To Processing Time Constraints, The Government Is Accepting Registration For The Site Visit During The Pre-solicitation Timeframe As Indicated Below. participants Will Meet At: chickamauga Lock Resident Office, 5518 Trailhead Dr. Chattanooga, Tn 37415 recommend Using Gps Coordinates, Latitude:35.108234 Longitude: -85.230367 parking Will Be In The Parking Lot Adjacent To The Traffic Circle With Overflow Parking Under The Hwy 153 Bridge. an Itinerary Will Be Given Out At The Beginning Of The Site Visit. After The Site Visit At Chickamauga Lock, The Government And Registered Attendees Will Then Travel To Watts Bar, Tn Which Is Approximately A One (1) Hour Drive Away To See The Site Of Where The Government Furnished Property Is Stored. Due To Watts Bar Not Having A Physical Address, A Pdf Attachment Is Posted On Sam.gov With Maps To Watts Bar. Map Coordinates For Watts Bar Are 35.613046, -84.781125. Only Four (4) Persons From Each Business Entity Will Be Permitted To Attend The In-person Site Visit. Attendees Will Be Responsible For Their Own Transportation To And From The Various Sites. *special Instructions –all Participants Are Required To Have Personal Protective Equipment, I.e. Hard Hat, Safety Glasses, Reflective Vests, And Steel-toed Shoes Before Entering The Project Site. Contractors Who Do Not Have These Items Present At The Site Visit May Not Be Able To Participate In The Visit. an Approved Site Visit Request Form Will Be Needed For Each Individual Attendee. This Will Be The Only Site Visit For This Project. If You Miss The Scheduled Event, No Other Arrangements Will Be Made Due To Personnel And Time Restrictions. u.s. Citizens:to Register For The Pre-proposal Site Visit, U.s. Citizens Must Fill Out A U.s. Citizen Security Access Form And Submit To The Point-of-contacts (poc) Listed Below No Later Than Five (5) Business Days Prior To The Site Visit. foreign Nationals (fns):to Register For The Site Visit, Foreign Nationals (fns) Shall Submit A Completed Fn Security Access Form And Legible Color Copies Of Two (2) Of The Following Documents: Passport (unexpired Or Expired), Certificate Of U.s. Citizenship (ins Form N-560 04 N-561), Certificate Of Naturalization (ins Form N 550 Or N-570), Unexpired Foreign Passport With I-551 Stamp Or Attached Ins Form I-94 Indicating Unexpired Employment Authorization, An Alien Registration Receipt Card With Photo (ins Form I-151 Or I-551), Unexpired Temporary Resident Card (ins Form I-688), Unexpired Employment Authorization Card (ins Form I-688a), Unexpired Reentry Permit (ins Form I-327), Unexpired Refugee Travel Document (ins- Form I571), Or Unexpired Employment Authorization Documentation Issued By The Ins Which Contains A Photograph (ins Form I-688b) To The Lrn Poc. These Documents Must Be Submitted Thirty (30) Calendar Days Prior To The Pre-proposal Virtual Meeting. Exceptions Will Be Considered On A Case-by-case Basis But Will Be Limited. both The U.s. Citizen Security Access Form And The Fn Security Access Form Are Provided On Sam.gov With This Notice.only Four (4) Persons From Each Business Entity Will Be Permitted To Attend The In-person Site Visit.any Persons Without An Approved U.s. Citizen Site Visit Request Form Or Fn Site Visit Request Form Will Be Removed From Both The Site Visit. proposals Must Be Submitted In Piee Solicitation Module. Please See The Link Below To Submit Proposals: https://piee.eb.mil/sol/xhtml/unauth/search/oppmgmtlink.xhtml?solno=w912p525ra001 points-of-contact: Please Submit All Site Visit Request Forms To Andrew Roth At Andrew.r.roth@usace.army.milandstacy Wiggins At Stacy.s.wiggins@usace.army.mil. When You Send Your U.s. Citizen Site Visit Request Form Or Fn Site Visit Request Form, Please Put“w912p525ra001- (foreign National Or U.s. Citizen) Request Form- (your Company Name)” In The Subject Line Of The Email. Please Edit The Information In Parenthesis To Match The Request Form You Submit And Your Company Name.

Description: Scrap Ferrous Cast Steel Consisting Of Face- Plate ,buffer Plunger & Socket,axle Box Housing, End Cover & Rear Cover With Or W/o Bearing, Coupler Body & Its Parts, Flexible Coupling, Screw Coupling,knuckle, Pivot Top & Bottom, Wide & Narrow Jaw Adopter,crank / Cam Shaft, Control Arm Link, Axle Cover, Bearing Coller & Cone, Sleeves,cartridge Roller Bearing,pin, Brake Shoe Head,link, Small Lever & Pull Rod, Hanger Bracket, Bogie Bolister,gears, M.s Chain, Motor Suspension Unit,lower Beam Arrangemet- Seat,supporting Device, Impeller,draft Gear Pad, Yoke , Connecting Rod,track Machine Parts, Rail Switch Clamp,plate,anti Roll Bar With C.i., Iron D.v., P.u. Pad,brake Cylinder,& Other Various Released Items From Loco, Carriage,tmc, Trd, Electric, P.way,sig.,etc Of Sorts & Sizes With Or W/o Steel .c.i.,& Neg. N.f.attachment If Any. Note- L.b.p. Location: Lying In Bin No- A-1 Near L/n-10

Description: Ubl/gsd/a-05/c&w/24/j [pl No. 98987343] Condemned And Un-serviceable C&w Scrap Consisting Of Bogie Bolsters Cut Parts, Center Pivots Top Bottom, Brake Beams, Crank Shafts, Brake Shoes, Equalizing Beams, Equalizing Stays, L.s Beams, Draft Gears , Pull Or Push Rods, Cut Angles/channels, Footsteps, Cbc Coupler Bodies, Draft Gear Suspension Rods, Sab Full Or Parts, Axle Boxes, Anchor Links Screw Coupling Full Or Parts, Buffer Plunger, Brake Hanger, Brake Leaver/wheels, , Dash Pots, Sludge Blocks, Bolts, Nuts, Washers, Pins, Knuckles , Air Brake Cylinders , Distributors Valves And Other C& W Similar Items Etc. Available Under The Custody Of Cdms C&r Ward Gsd/ubl. Note:cutting Permitted Bymanual/gas. Location: Road No 01, Gsd / Ubl At Bin No A-05. Remarks-. Delivery Should Be Start From One End. No Pick And Choose Allowed.

Description: Purchase and Delivery of Work Clothing and Shoes for the Municipal Services of the Commune of Berre L'etang

Description: Purchases of Personal Protective Equipment, Uniforms, Work Clothing and Shoes for the Services of the City of Sarcelles and the CCAS

Description: Supply of professional shoes for the Crous of the Versailles academy

Description: CATEGORY: Half round busturd file 4 inch , 4 inch Flat File 2nd Cut Bustard , 4 inch Round File 2nd Cut Bustard , 4 inch Jewellary Half Round File , 4 inch Jewellary Round File , 4 inch Jewellary Flat File , 4 inch Jewellary Traingular File , 6 inch Round File 2nd Cut Bustard , 6 inch Round File 2nd Cut Smooth , 6 inch Flat File 2nd Cut Bustard , 6 inch Flat File 2nd Cut Smooth , 6 inch Three Square Bastard File , 6 inch wire file Half Round , 6 inch wire file Triangular , Triangular file both side sharp and pointed , Pin Vice , Pin Ton , 8 inch Half Round Wire File , 8 inch Triangular Wire File , Std. Size Shoe Brush with Special Bristl , Piercing Saw 2 by 0 , Piercing Saw 3 by 0 , Jewellery Piercing saw 6 by 0 , Tap and Die 3 BA , Tap and Die 5 BA , Tap and Die 6 BA , Tap and Die 8 BA , Tap and Die Set 3 by 16 inch , Tap and Die Set 3 by 8 inch , TAP and DIE SET 7 BA , Wire Drawing Diamond Die 0.035 inch 0.90mm , Wire Drawing Diamond Die 0.042 inch 1.06mm , Wire Drawing Diamond Die 0.056 inch 1.42mm , Wire Drawing Diamond Die 0.062 inch 1.57mm , Wire Drawing Diamond Die 0.070 inch 1.77mm , Wire Drawing Diamond Die 1.025 inch 3.17mm , Wire Drawing Diamond Die 0.040 inch 1.01mm , Wire Drawing Diamond Die 0.046 inch 1.17mm , Drill Quick Spiral 0.75mm , Drill Quick Spiral 0.90mm , Drill Quick Spiral 1.01mm 0.040 inch , Drill Quick spiral 1.07mm , Drill Quick Spiral 1.39mm 0.055 inch , Drill Quick spiral 1.45mm , Drill Quick Spiral 1.57mm 0.062 inch , Drill Quick spiral 1.65mm , Drill Quick Spiral 1.70mm 0.067 inch , Drill Quick Spiral 2.03mm 0.080 inch , Drill Quick Spiral 2.16mm 0.085 inch , Drill Quick Spiral 2.28mm 0.090 inch

Description: CATEGORY: Title Shoulder Metal , Cummer Bund CTW Colour , Backing Badges , Shoes Canvas White , Boot Ankle Black , Shoes Black OP

Description: Scrap Ferrous Cast Steel Consisting Of Buffer, Buffer Socket, Buffer Plunger, Axle Box Housing, Axle Cover,end & Rear Cover,coupler Body & Its Parts ,knuckle,face Plate, Pivot Top & Bottom, Wide & Narrow Jaw Adopter, Bearing Coller & Cone, Cartridge Roller Bearing,brake Shoe Head,pin,link, Hanger Bracket,small Lever & Pull Rod,motor - Housing, Blower,anti Roll Bar With C.i.,motor- Suspension Tube,brake Cylinder,iron D.v.,pu Pad, Lower Spring Beam Arrangementseat,cam/ Crank Shaft,with Or W/o Bearing,supporting Device, Impeller, Draft Gear Pad,gears,yoke, Connecting - Rod,track Machine Parts Such That Link,chain, Guide Rod, Plate,etc,bogie Bolister,& Other Various Released Items From Loco, Carriage, Sig, P.way, Trd, Etc Of Sorts & Sizes With Steel & Neg. N.f.attachment If Any. Note- L.b.p. Location: Lying In Bin No-a-10 Near L/n-10