Shoes Tenders

Description: Total Qty.= 863 Nos., Description - Fly Insect Killer - 3 Nos., Pin Punch - 7 Nos., Chisel - 10 Nos., D/e Spaner - 12 Nos., Ad Wrench - 6 Nos., Cutting Plair - 9 Nos., Hammer - 12 Nos., Screw Driver 8" - 4 Nos., Screw Driver 4" - 12 Nos., Pipe Wrench - 3 Nos., Walkie-talkie Battery - 400 Nos. Walkie-talkie Adapter - 80 Nos., Walkie-talkie Base - 80 Nos., Led Torch - 202 Nos., Fire Bucket - 2 Nos., Wall Clock - 5 Nos., Led Tv - 1 No., Auto Electrical Shoe Policer - 2 Nos., Cloth Drying Stand - 5 Nos., Cctv Camera Set - 1 No., Empty Paint Cane - 7 Nos. (remarks - Material To Be Sold On As Is Where Is Basis And Material Will Be Delivered In Nos.).

Description: Scrap Ferrous Melting & Light Melting Consisting Of Coach Cutting, Doors ,window & Seat Bearth Frame,tree Gaurd, Battery Box, M.s.& G.i.pipes & Pipe Fitting, M.s.& G.i.sheets ( Plane / Corrugated), G.i.duct,brake Beams, Gear Case, Protective Tube, Lower Spring - Seat,side Frame & Brake Shoe Key,nut, Bolt,pin, Washer, Ring, Thin Helical Spring Up To Three Coil, Brocken Helical Spring Up To Single Coil,locking- Plate, Dust Sheild Spring,cut Up & Damage - Drums Of Sorts & Sizes,filter,wire & Wire Rope, Expanded Metal, Wire Mesh,fabricated Structure, Dummy / Box, Empty Electric Panel, Sig. Pole, Etd Pully Frame, Tirfor,rachet,chain Pull Lift, Shock Absorver,damper, Slack Adjuster, Bucket, Rack ,almirah, Dismental Frame Of Chair & Table, Empty Fire Extingure, Cut Pcs.of Sig. Location Box,moulding Frame,phinolex Pipe,u- Type Bracket, Foot Rest Plate, Foot Step, Fan Housing & Cage, Eq Stay, Bmbc Cover, Plane & Twiste Bar, Pipe& Tie Bar Fencing, Phawarh, Rake Ballast,wire Clawn, Dust Cart, Spaner,silent Block,pan,wire Basket, & Other Various Released Items From Loco, Carriage, Sig. Trd. P.way,electric,of Sorts & Sizes Fit For Melting &light Melting With Steel, C.i.& Neg.n.f.attachment If Any. Note- 1- L.b.p. 2- Cutting & Digging Allowed For Loading Purpose.3-days Alloted For Cutting And Digging -eight Days And At The Time Of Delivery 4- Other Than Melting & Light Melting Items If Found During ,digging & Cutting Will Be Seperated & Not To Be Delivered To Purchaser. Location: Lying Between L/n-9 & Road Near N.f.godown In Plot

Description: Elec. Loco Scrap : Actual Lot No. 03122505 0236. Pl No.98050047 (15) (hsn Code 72044900-gst18% On Fcm Basis) Ms Scrap Of Cond. & Unserviceable Diesel/elec Loco Scrap Of Msu Ring Sets Dampers Slacks Speri Blocks Cotter Pins Roller Pins Side Tm End Shields, Shadeles, Liners, Cbc Handles, Dampers Stoppers Fulk Arms Brake Hangers U Clamps J Brackets Msu Racers Pe Enclosures End Covers Panto Base Panto Servomotor Covers Dsl Loco Camshafts Inner And Center Bearing Shells Cab Fan Covers Liners Stay Plates Tfp Bend Pipes Side Stoppers Split Pins Brake Shoes Hitachi Tm End Covers Rgr Fixing Plates Cht Cable Base Plates Tmds End Covers Sl Brackets Smgr Crank Shaft End Shields, Impellers Axel Box Covers, Cp Beds, Pe&ce Encloses, Cotter Pins, Roller Pins, Housing For Traction Bar, Side Stopper, Brake Hanger With Shoe, Rsi Covers Seat Fixing Base Centre Pivot Side Barer Bottom Plates Net For Air Inlets, Terminal Cover, Deflectors, Cht Turrets, Panto Springs, Crank Shafts ,guiding Rods, Das Pot Covers, Brake Cylinder Loose Parts, ,foot Steps, Hand Brake Assembly, J Brackets, Liners, Shock Absorbers, Sand Brackets Panto Springs, Axel Box Covers ,racers Collars, Butterfly Valves Cp Beds, Manifold, Cht Turrets, Side Stopper, Bolts And Nuts Pipe Pcs, Mvmt Ducts, Sand Nosels, Tm Covers Hand Brake Assembly, Sand Ejectors Pins And Other Misc.ttm/memo/elec /dsl And Work Shop Machinery Scrap Items Of Sorts & Sizes Full Or Broken With Or Without Attachments. Location: Road No.1 (image Attached) (note: 1. If Any Ss/ Corten Steel & Non-ferrous Items Found During Loading / Delivery Shall Be Return To The Railways By The Purchaser 2. In Case Of Clubbed Lots, Purchaser Has To Clear The Lots In The Sequence As Mentioned In The Lot Description And No Deviation Is Accepted. 3. No Picking And Choosing Of Material Is Permitted While Taking Delivery

Description: M S Heavy Melting Actual Lot No. 03122505 0538. Pl No.98050047 (15) (hsn Code 72044900-gst18% On Fcm Basis) Ms Scrap Of Cond. & Unserviceable Heavy Melting Angle And Channel Pcs, Rod Pcs Stands Valves Levers Bolts And Nuts Rivets Washers Pins Dv Covers Bushes Brake Shoes Shackles Shackle Stones Strips J Bolts Hand Brake Wheels Latches Toothed Segments Foot Steps Hanger Brackets Bevel Gear Wheels Horizontal Levers Door Hinges Flanges Wedges Cut Bits, Ms Sheets Side Barer Housings Pipe Pcs. Straps, Jacks, Mould Shoes, Liners Sheets Pipe Pcs. Pins Throwers Locks Races Collars Axle Box Covers, Liners, And Other Misc Items Of Wagons S&t And Ttm Sorts & Sizes Full Or Broken With Or Without Attachments. Location: Road No.3 (image Attached) (note: 1. If Any Ss/ Corten Steel & Non-ferrous Items Found During Loading / Delivery Shall Be Return To The Railways By The Purchaser 2. In Case Of Clubbed Lots, Purchaser Has To Clear The Lots In The Sequence As Mentioned In The Lot Description And No Deviation Is Accepted. 3. No Picking And Choosing Of Material Is Permitted While Taking Delivery )

Description: Disposal Of Scrap Released Materials Such As: (1) Fpl With Plunger, Qty=61 Nos.=610 Kg. (2) Unit Detector Shoe 1 Way/2 Way, Qty=121 Nos.=1270 Kg. (3) Ci Tappets Of Sorts, Qty=2763 Nos.=276 Kg. (4) Locking Trey 10 Levers, Qty=20 Nos.=1600 Kg. (5) Locking Trey 4 X 5 With Covered, Qty=10 Nos.=800 Kg. (6) Safety Collor, Qty=19 Nos.=4 Kg. (7) Falange Connecting Rod 5/4, Qty=90 Nos.=360 Kg. (8) Bracket Semaphore Type A Base, Qty=82 Nos.=656 Kg. (9) Lock Bar Stop W/o Hook, Qty=130 Nos.=195 Kg. (10) Eye Joint, Qty=30 Nos.=90 Kg. (11) Ms Shaft Of Sorts, Qty=91 Nos.=1456 Kg. (12) Stud Galvanized, Qty=128 Nos.=384 Kg. (13) Crank Vertical, Qty=349 Nos.=6980 Kg. (14) Lever 1935 Type, Qty=93 Nos.=2697 Kg. (15) Switch Extension Piece Of Sorts Lh/rh, Qty=244 Nos.=1220 Kg. (16) Lever Shoe For Lf, Qty=163 Nos.=2934 Kg. (17) Bracket For Lever Stand, Qty=38 Nos.=2584 Kg. (18) Point Rodding Solid 1x 1/4, Qty=20 Nos.=700 Kg. (19) Rod Insulation Joint 1/4, Qty=177 Nos.=885 Kg. (20) Locking Trey 4 X 7 Lever W/o Ground, Qty=24 Nos.=132 Kg. (21) Quardent Lh Of Lf, Qty=23 Nos.=276 Kg. (22) Trestle Extension Pieces, Qty=207 Nos.=414 Kg. (23) Battery Rack 2 Tier, Qty=18 Nos.=180 Kg. (24) Quardent Rh Of Lf, Qty=24 Nos.=168 Kg. (25) Inter Locking Frame "ch" Type 80 Lever, Qty=02 Set=140 Kg. (26) Solid Joint 3/4", Qty=412 Nos.=1442 Kg. (27) Unit Detector, Qty=92 Nos.=460 Kg. (28) Radial Guide Standard, Qty=43 Nos.=645 Kg. (29) Joint Screw 1/4, Qty=94 Nos.=423 Kg. (30) Bar Split Strecher 5/8 X 3/4, Qty=30 Set=270 Kg. Location:- Gmo Store Godown-ii Under Sse/sig/works/dhn.

Description: 98090800 Scrap Ferrous Material Consisting Ofangle Channel Structure, Plate Structure, Flat Structure, Pipe Structure, Tie Bar Structure, G.i.ohe Pole Structures, Jali Structure, Hand Trolly, Plate Channel Rack, Ladders, Sab Regulator Parts, Rail Dolly, As Cylider Carrier Trolly, Tank, Cabin, Table Stand , Tray, Tank Structue M S Rod, Attached Rail Pieces, Structure Grder, Flat Bar, Lc Gate Structure,signaling Eye Rod, Havy Sole War, Dom Fitting Pipe, Different Type Of Boards,ms Bond Patti, Jalli Gate, Sariya, House Door, Truss Gutter Valley, Facia Angle 250 Mm, L C Gate, Booms ,pwi Push Trolly, Dip Lorrie, Angle, Brake Shoe Head, Dido Pannel, Channel, Data Loger, Empty Box, Pcs Of Pipe Frames,signaling Ladders Sort And Sizes. With Or Without Attachment If Any Other Ms Items And Miner Attachment Of Nf If Any.note: Cutting Allowed For Easy Loading Before Delivery.

Description: P.l No.98327008.scrap Machinery Parts Consisting Of Ci Shock Absorber Cleaning Tank , Hydraulic Dimensional Lifting Table, Shaft Pinion , Gears Etc. Hydraulic Lifting Table, Allied System Consisting Hyde Gear Pump Assy, Link Chain Etc. Moulding Box & Other Foundry Components, C&w Item, Gear Pump, Assy, Dcr Valve Assly, Loco Component, M/c Parts, Turbo, M/c Parts, Tower Car, Like Compressor, Push Rod Etc. Traverse Beam, Craper, Chain Finger Plate Etc. Impeller, Sleav, Bush, Shaft Etc. Snatch Block & Hook, Ring & Hook Of Slings Etc, Gear Box, Gear, Pulley, Deep Trolley, Wheel, Hook, Brake Shoe Etc, Various Wire Plate, Chain, Eigi Compressor Turbo Part, T/beam Thrust Plate, Wear Plate, Lifting Roller, Chute Assly, Clutch Plate, Ci Slice Valve, Vibration Shaft, Lifting Roller, Expresser, Forges Smith Circular Ci Block Stand, Tamping Tools Broken, Ci Stand For Iron Bar, Balance Weight, Ci Bases And Cover Of Various Type Of Machines, Ms Slab, Ms Base Etc. Qty-57mt. Location- West Of Vm Road In Ncb-21. Nb :(1) Cutting Is Allowed For Loading Purpose Only. (2)delivery To Be Made In Actual Weighment Basis Through Lorry.

Description: Ferrous Scrap Consisting Of Cut Of Sheets, Angle, Plates, Channel, Rivetts, Pipes, Bk.cylinder, Reservoir Tank, Doors, Side Pillars, Bk.gear Components, Tie Bar Pieces, Screw Coupling, Equalising Stay Rod, Bk.shoe, Hanger, Fire Extinguisher, Wedge Rod, Side Bearer Housing, Safety Loops, Horn Cheek, Draw Bar Hook, Buffer Plunger, Buffer Socket, Treversing Base Of Screw Jack, Coach/wagon, Misc. Components & Railway Hospital Cond. Items Etc. Qty. 10.000 Mts Approx Sse Ss-11 No. Sse C&w G Et 08 Dt.20.12.2024 Note: 1.delivery Of Lot By Actual Weighment. 2.cutting Permission May Be Allowed For Easy Loading . Quantity Has Been Assessed On Approximate Basis Subject To Variation (plus/minus 10%) During Delivery By Actual Weighment.

Description: Scrap Unserviceable M S Scrap Consisting Of (chequred Plate, Tie Bar Offsize, Welding Materails, Mould Shoes, Gate Wings/lc Gate Fatak, Sign Board Materails With Various Type Angles, Lccr Cut Flange, Lc Gate Fencing Materail, Lc Lifting Barries Material, Usted & Corragated Various Type Of Unccunted Ng Rail Qty 10.010 Mt At Location Near Office Compound Of Sse/p-way/n/bh Office. Delivery By Actual Weight Only And On As Is Where Is Basis. Custodian: Sse Pway N Bh. Fdp 50 Days. The Lot Details Are As Per Jvr And Measurement Sheet Only.

Details: Amendment 0003: The Purpose Of Amendment 0003 Is To: 1) Provide Updated Technical Plans And Specifications, Updated Price Schedule, Gbr, Mv Photos, And Tva Geologic Report. 2) Provide Government Answers To Questions Received From Industry. 3) In Accordance With Class Deviation 2025-o0003, Restoring Merit-based Opportunity In Federal Contracts, And Class Deviation 2025-o0004, Revocation Of Executive Order On Sustainability, Update The Far Provisions And Clauses. Please See "w912p525ra001 Amendment 0003 Changes" For Full Details Of All The Provision And Clause Changes. 4) Update Dfars Clause 252.236-7001, Contract Drawings And Specifications. 5) Far Provision 52.252-3, Alterations In Solicitation Has Been Updated. note: Exhibit Line Items Display As Added Due To A Correction From A System Error From Amendment 0002 Where They Displayed As Removed. The Only Line Item That Was Added By Amendment 0003 To The Price Schedule Is Line Item 03-ah35. ************************************************************************* amendment 0002: The Purpose Of Amendment 0002 Is To: 1) Extend The Due Date For Receipt Of Proposals From 07 April 2025 At 2:00pm Central Time To 08 July 2025 At 11:00am Central Time. 2) Provide The Physical Site Visit Sign-in Sheet From The Site Visit That Was Held On 04 March 2025. 3) Questions Shall Be Due In Projnet Bidder Inquiry Not Later Than 16 May 2025. All Goverment Responses Wil Be Entered Into Projnet On Or About 06 June 2025. 4)a Second Site Visit Has Been Scheduled For 02 April 2025 At 10:00am Eastern Time. Interested Contractors Will Need To Register To Attend The Site Visit By Submitting Either The U.s. Citizen Security Access Form Or The Foreign Nation Security Access Form (whichever Is Applicable). If You Were Previously Approved And Attended The First Site Visit On 04 March 2025, A New Security Access Form Is Not Required But Please Still Inform The Government That You Would Like To Attend. Please See The Instructions To Offerors And Far Provision 52.236-27 Alt I, Site Visit - Construction For Special Instructions And Meeting Location Information. 5) Far Provision 52.252-3, Alterations In Solicitation Has Been Updated. note: Please Ignore Any Changes In Section 00 10 00 To The Line Items Due To System Issues They Appear To Have Been Removed. There Are No Line Item Changes To The Clin Structure In Amendment 0002. There Is Also A System Error With The Update To Far Provision 52.252-3, Alterations In Solicitation, With The Information For Amendment 0002 From Populating On The Sf30. All Changes To The Solicitation For Amendment 0002 Are Contained In Block 14 Of The Sf30. a Second Physical Site Visit Has Been Scheduled For 02 April 2025 At 10:00am Eastern Time. Interested Contractors Will Need To Register To Attend The Site Visit By Submitting Either The U.s. Citizen Security Access Form Or The Foreign Nation Security Access Form (whichever Is Applicable). If You Were Previously Approved And Attended The First Site Visit On 04 March 2025, A New Security Access Form Is Not Required But Please Still Inform The Government That You Would Like To Attend. Send Registration Requests And/or Access Forms To Andrew.r.roth@usace.army.mil And Stacy.s.wiggins@usace.army.mil. point-of-contact: For Questions And/or Concerns Regarding The Site Visit, Please Contact Contract Specialist, Andrew Roth At Andrew.r.roth@usace.army.mil. *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.” location: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. ********************************************************************** 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.