Fabrication Tenders

Details: Design, Supplying, Fabrication, Erection & Commissioning including 3 (three) months Trial Run of 80m³/hr. capacity Pressure type IRON ELIMINATION Plant with Construction of Blower room & backwash water disposal at head work site of Arazi Jalsha Water Supply Scheme of Gazole Dev. Block under Malda Division P.H.E Dte in the District of Malda.

Details: Design, Supplying, Fabrication, Erection & Commissioning including 3 (three) months Trial Run of 80m³/hr. capacity Pressure type IRON ELIMINATION Plant with Construction of Blower room & backwash water disposal at head work site of Bairat Water Supply Scheme of Harishchandrapur-I Dev. Block under Malda Division P.H.E Dte in the District of Malda.

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: Check Survey, Fabrication, Galvanisation and Supply of Tower Material and it’s accessories, ACSR “Panther” Conductor, OPGW along with its hardware fittings,Anti Fog Disc Insulators etc., Transportation, Insurance, Handling of all the Material, Stubbing, Tower Erection, Earthing, Stringing & Sagging of Conductor and OPGW, Testing and Commissioning of 66kV D/C Transmission Line on 132kV Towers from Ghanvi Stage-I to Ghanvi Stage-II by replacement of existing 66kV Tower with 132kV D/C Tower at Ghanvi HEP Switchyard under Electrical System Division, Kotla(Jeori) on Turn Key Basis against tender specification No. SSD-552/2025.

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.

Details: Statement Of Work for replace Pitched Roof Building 1 project # 542-25-105 coatesville Va Medical Center 1400 Blackhorse Hi Rd coatesville, Pa 19320 page 2 Of 2 a Full Replacement For The Building 1 Pitched Shingled Roof To Include The Flashing For Exhausts, Equipment, And Other Roof Components As Required To Be Completed Fully In Accordance With The Attached Master Construction Specifications That Are Included In The Contract Documents. This Will Include The Removal And Full Replacement Of All Flashing Involved With The Roof Replacement, Pitched Shingled Roof, And Lightning Protection That Will Need To Be Completed To Replace The Roof Alongside The Replacement And Installation Of The Gutter Lining. The Following Specifics Are Detailed In Accordance With The Drawings And Required Work: the Contractor Must Replace The Entire Pitched Shingled Roof Of Building 1 While Considering The Increased Height In Comparison To The Rest Of The Facilities Buildings Resulting In A Higher Safety Need. the Contractor Must Upon Removal Of The Pitched Shingled Roof, Investigate And Survey The Structural Integrity Of The Wood Decking. Confirm Any Damage And Repair The Wood Decking Where Needed To Prevent Further Water Penetration And Damage To The Floors Below. the Contractor Must Replace All The Flashing In Kind With 16 Oz. Copper Where The Pitched Shingle Roof Meets The Conjoined Areas Of The Building. (includes Drip Edge) the Contractor Must Replace All The Lightning Protection Involved With The Pitched Shingled Roof Properly Without Damaging The New Pitched Shingled Roof Replacement While Gaining The Proper Certification For The Lightning Protection System. the Contractor Must Phase The Replacement Of The Pitched Shingled Roof With Prior Notice To The Cor For Shutdowns Of Individual Faces As The Building Has Many Entrances That Staff And Patients Use Daily Around The Entirety Of The Building. the Contractor Must Ensure That No Debris Or Equipment Falls From The Worksite Down The Roof During Demolition. This Must Be Coordinated With The Cor To Ensure The Safety Of The Patients And A Shutdown Of The Building S Entrances Will Be In Effect During This Time. the Contractor Must Ensure That Proper Weather Protection Is Provided For Times That The Pitched Shingled Roof S Envelope Is Removed, And Construction Is Ongoing Up Until The Full Replacement Of The Pitched Shingled Roof Is Complete. the Contractor Is To Replace The Shingled Portions Of The Dormers Upon The Roof Fully And Held To The Va Standards. the Gutters Connected To The Pitched Shingle Roof Are To Be Cleaned, Prepared, Sealed, And A New Gutter Membrane Installed. The Materials Used Are To Meet Or Exceed The Referenced Spec Section Presented. general Requirements - all Work Will Occur Monday To Friday From 6:30 Am To 5 Pm. All Evidence Of Work On The Project Must Be Cleaned And Removed Daily To Prevent Patient Tampering. At No Time Will Tools Or An Active Job Site Be Unmanned. some After-hours Work Must Be Conducted And Must Be Highly Coordinated With The Cor, The Electricians, Plumbers, Hvac, And The Cvamc Medical Staff. contractors Will Need To Remain Highly Flexible To Rearrange Scheduling When Necessary. An Extensive Partnership And Coordination Must Be Designed Between The Contractor, The Cor, Contracting Officer, The Cvamc Engineering Staff, And The Cvamc Medical Staff. the Contractor Must Provide Their Own Storage. The Cvamc Has A Small Field Where A Construction Trailer Can Be Placed Only For The Duration Of The Project And Must Be Coordinated With The Cor For Size And Footprint. Parking Shall Occur Only In Approved Places So The Need To Shuttle Men And Materials May Be Necessary. Other Than This Location, The Va Will Not Supply Storage Space. All Exterior Work Will Require A Locked 6-foot Chain Link Fence Around The Perimeter. A Dumpster Must Always Remain Secured. contractor Must Be Responsible To Verify All Site Conditions Prior To Performing Any Work. Contractor Must Follow All Guidelines And Standards, Applicable To The Task, As Described In The Construction Safety Standards And Master Construction Specifications All Available On The Va Technical Information Library. No Production Or Purchases Shall Occur Until All Products Are Submitted For Approval As Per Section 01â 33â 23, Shop Drawings, Product Data, And Samples. Submittal Drawings Shall Show Size, Configuration, And Fabrication And Installation Details. the Contracting Officer Is The Only One Who Can Authorize The Proceeding Of Work Through Signed Documentation. The Contractor Must Substantiate Those Manufacturers And Installers Qualifications Which Comply With Specifications. Contractor Must Provide A Minimum One-year Warranty On All Material And Workmanship Unless Otherwise Noted In The Specifications. all Work Shall Be Performed In Compliance With All Federal, State And Local Laws And Regulations. In Addition, Work Must Meet Equipment S Manufacturer Specifications And Generally Accepted Industry Standards Of Good Workmanship. All Waste Materials Must Be Disposed Of By The Contractor In Compliance With Federal State And Local Laws And Regulations. Contractors Will Supply Receipts For Quantities Of Material Removed For Recycling Accountability. The Lot T21 Is Used For Metal Recycling And Shall Receive All Metal Debris And For Disposal. no Work May Proceed By The Contractor Until All Material Cut Sheets Are Submitted To The Cor For Approval. Cor Will Review And Submit To Contracting Officer. No Work May Proceed Until Contracting Officer Authorizes Work. The Cor Is Not Authorized To Issue A Notice To Proceed. a Site Visit Must Be Conducted With Perspective Offerors To Visually Access The Site To Avoid Mistaken Installation Practices. The Reference Materials Listed Below Must Be Cited With All Perspective Offerors. Offerors Will Receive A Briefing On Parking, Facilities, And Patient Safety Prior To Submitting A Bid As The Proposal May Be Affected By Hospital Procedures. contractor Must Be Required To Comply With Physical Security Requirements To Include Checking In With The Va Police Or Va Sponsor/cor Each Time They Come On Site To Perform Services And Obtaining A Va Compliant Id Badge Which Must Be Always Worn While On Va Property. all Damage Done To Structures, Equipment, Or Va Property By The Contractor During Construction Is To Be Repaired As Per The Specifications At The Contractor S Expense. contractor Will Have 160 Days To Complete The Project From Ntp.

Details: Design, Supplying, Fabrication, Erection & Commissioning including 3 (three) months Trial Run of 40m³/hr. capacity Pressure type IRON ELIMINATION Plant with Construction of Blower room & backwash water disposal at head work site of Rajaramchak Water Supply Scheme of Gazole Dev. Block under Malda Division P.H.E Dte in the District of Malda.

Description: Fabrication/installation Of Solar Street Lights , Construction Materials And Supplies ,barangay P. I. Garcia, Naval, Biliran

Description: France – School-meal Services – Restauration Collective Pour Les Écoles, Le Centre Aéré Et Le Foyer Restaurant : Fabrication Et Livraison En Liaison Chaude

Description: Fabrication Of Solar Street Lights , Construction Materials And Supplies ,barangay P. I. Garcia, Naval, Biliran