W912ES22Q0092-0001 Amendment 1 SIGNATURE REQUIRED.pdf

W81G6722274571

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of Amendment 0001 is to change the aw ard criteria in provision 52.212-2, extend the delivery date of all items, change the SOW requirement for packing, and add information about loading the bars at pickup. This amendment extends the solicitation close.

1. CONTRACT ID CODE PAGE OF PAGES

1 15

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912ES22Q0092

X 9B. DATED (SEE ITEM 11)

29-Aug-2022

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO.

5. PROJECT NO.(If applicable)

6. ISSUED BY

3.EFFECTIVE

DATE

20-Sep-2022

CODE

CONTRACTING DIVISION

USACE - ST PAUL

332 MINNESOTA STREET

SUITE E1500

SAINT PAUL MN 55101-1323

W912ES 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912ES22Q0092

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 1449 - CONTINUATION SHEET

SOLICITATION/CONTRACT FORM

The required response date/time has changed from 19-Sep-2022 11:00 AM to 22-Sep-2022 02:00 PM.

DELIVERIES AND PERFORMANCE

The following Delivery Schedule item for SUBCLIN 0001AA has been changed from:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

30-NOV-2022 4 LOCK & DAM #3

TIMOTHY TABERY

4330 LOCK AND DAM ROAD

WELCH MN 55089-9644

651-290-5060 FOB: Destination

966305

To:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

16-DEC-2022 4 LOCK & DAM #3

TIMOTHY TABERY

4330 LOCK AND DAM ROAD

WELCH MN 55089-9644

651-290-5060 FOB: Destination

966305

The following Delivery Schedule item for SUBCLIN 0001AB has been changed from:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

30-NOV-2022 9 LOCK & DAM #5A

JOSEPH HEFFNER

USACE - LOCK & DAM 5A

W679 STATE ROAD 35

FOUNTAIN CITY WI 54629-7214

651-290-5069 FOB: Destination

965601

To:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

16-DEC-2022 9 LOCK & DAM #5A

JOSEPH HEFFNER

USACE - LOCK & DAM 5A

W679 STATE ROAD 35

FOUNTAIN CITY WI 54629-7214

651-290-5069 FOB: Destination

965601

The following Delivery Schedule item for SUBCLIN 0002AA has been changed from:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

30-NOV-2022 4 LOCK & DAM #3

TIMOTHY TABERY

4330 LOCK AND DAM ROAD

WELCH MN 55089-9644

651-290-5060 FOB: Destination

966305

To:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

16-DEC-2022 4 LOCK & DAM #3

TIMOTHY TABERY

4330 LOCK AND DAM ROAD

WELCH MN 55089-9644

651-290-5060 FOB: Destination

966305

The following Delivery Schedule item for SUBCLIN 0002AB has been changed from:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

30-NOV-2022 9 LOCK & DAM #5A

JOSEPH HEFFNER

USACE - LOCK & DAM 5A

W679 STATE ROAD 35

FOUNTAIN CITY WI 54629-7214

651-290-5069 FOB: Destination

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

16-DEC-2022 9 LOCK & DAM #5A

JOSEPH HEFFNER

USACE - LOCK & DAM 5A

W679 STATE ROAD 35

FOUNTAIN CITY WI 54629-7214

651-290-5069 FOB: Destination

965601

The following Delivery Schedule item for SUBCLIN 0003AA has been changed from:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

30-NOV-2022 4 LOCK & DAM #3

TIMOTHY TABERY

4330 LOCK AND DAM ROAD

WELCH MN 55089-9644

651-290-5060 FOB: Destination

966305

To:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

16-DEC-2022 4 LOCK & DAM #3

TIMOTHY TABERY

4330 LOCK AND DAM ROAD

WELCH MN 55089-9644

651-290-5060 FOB: Destination

966305

The following Delivery Schedule item for SUBCLIN 0003AB has been changed from:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

30-NOV-2022 9 LOCK & DAM #5A

JOSEPH HEFFNER

USACE - LOCK & DAM 5A

W679 STATE ROAD 35

FOUNTAIN CITY WI 54629-7214

651-290-5069 FOB: Destination

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

16-DEC-2022 9 LOCK & DAM #5A

JOSEPH HEFFNER

USACE - LOCK & DAM 5A

W679 STATE ROAD 35

FOUNTAIN CITY WI 54629-7214

651-290-5069 FOB: Destination

965601

The following Delivery Schedule item for SUBCLIN 0004AA has been changed from:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

30-NOV-2022 4 LOCK & DAM #3

TIMOTHY TABERY

4330 LOCK AND DAM ROAD

WELCH MN 55089-9644

651-290-5060 FOB: Destination

966305

To:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

16-DEC-2022 4 LOCK & DAM #3

TIMOTHY TABERY

4330 LOCK AND DAM ROAD

WELCH MN 55089-9644

651-290-5060 FOB: Destination

966305

The following Delivery Schedule item for SUBCLIN 0004AB has been changed from:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

30-NOV-2022 9 LOCK & DAM #5A

JOSEPH HEFFNER

USACE - LOCK & DAM 5A

W679 STATE ROAD 35

FOUNTAIN CITY WI 54629-7214

651-290-5069 FOB: Destination

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

16-DEC-2022 9 LOCK & DAM #5A

JOSEPH HEFFNER

USACE - LOCK & DAM 5A

W679 STATE ROAD 35

FOUNTAIN CITY WI 54629-7214

651-290-5069 FOB: Destination

965601

The following have been modified:

NOTES TO OFFERORS

PLEASE E-MAIL ALL QUESTIONS to John Riederer, Contract Specialist, at John.P.Riederer@USACE.Army.mil.

It is preferred that the quote be e-mailed to: John Riederer, Contract Specialist, John.P.Riederer@USACE.Army.mil

The offeror may also submit the quote by mail / courier to the following address:

USACE – St. Paul Contracting Division Attn: John Riederer 332 Minnesota St, STE E1500 St. Paul, MN 55101-1323

OFFEROR SHALL BE REGISTERED IN SAM (System for Award Management) https://www.sam.gov to include the FAR and DFARS Representations and Certifications (Reps & Certs) sections with the NAICS code applicable to the solicitation.

For assistance with SAM, please contact:

SAM by GSA Hours of Operation: Monday – Friday 8am to 8pm ET, U.S. Calls 866-606-8220 Service desk website: http://www.fsd.gov/

Please include a statement demonstrating at least three year’s experience with machining and refurbishment of large steel structual components

STATEMENT OF WORK

1. GENERAL

This contract is for the refurbishment of anchor bars removed from Lock and Dam 2 (hereafter called Type 1 Assembly), and straight anchor bars removed from Lock and Dams 4-10 (hereafter called Type 2 Assembly). There are four (4) total Type 1 anchor bar assemblies and nine (9) total Type 2 anchor bar assemblies. Table 1 lists the parts included in Type 1 assemblies, and Photo 1 shows the drawing page M-LG-21/022. Table 2 lists the parts that may be included in Type 2 assemblies, and Photo 4 shows the drawing page M-LG-21-020.

Condition of each assembly varies, but most assemblies have been sitting in storage yards for at least one year and have large amounts of rust and corrosion. Photos 2 and 3 show the general state of most assemblies.

According to the As-Built Drawings, each Type 1 anchor bar assembly weighs approximately 5,733 lbs, and each Type 2 anchor bar assembly weighs approximaely 1,940 lbs.

1.1. TYPE 1 ASSEMBLY (quantities listed are for one assembly)

Table 1

Photo 1: Type 1 Assembly Drawing

Item # Description Drawing # Qty 1 Eyebar - Anchor Short M-LG-21/022 2 2 Eyebar - Anchor Long M-LG-21/022 1 3 Eyebar - Gudgeon Long M-LG-21/022 1 4 Gudgeon Link M-LG-21/022 2 5 Gudgeon Link Spacer M-LG-21/022 1 7 Gudgeon Pin Bushing M-LG-21/023 1 8 Adjusting Sleeve Nut M-LG-21/022 2 9 Gudgeon Pin Keeper M-LG-21/023 1

10 Gudgeon Link Pin M-LG-21/023 1 11 Gudgeon Spacer 10"ID x 13"OD x 2.25" M-LG-21/023 1 12 Gudgeon Spacer 10"ID x 13"OD x 0.69" M-LG-21/023 1 14 Pin Locating Collar M-LG-21/023 2

Type 1 Anchor Bar Assembly

Photo 2: Type 1 Assembly

Photo 3: Type 1 assemblies and others

1.2. TYPE 2 ASSEMBLY (quantities listed are for one assembly)

Note: assemblies of Type 2 may vary, table below given as example.

Table 2

Photo 4: Type 2 Assembly Drawing

2. SUMMARY OF WORK

Perform the following on each anchor bar assembly:

a) Disassemble sleeve nut from each anchor bar assembly

a. If assemblies cannot be disassembled with reasonable effort, do NOT continue to disassemble

b. Notify the Contracting Officer if any assemblies cannot be disassembled

Item # Description Drawing # Qty 1 Eyebar - Anchor End M-LG-21/020 1 2 Eyebar - Gudgeon Pin End M-LG-21/020 1 3 Adjusting Sleeve Nut M-LG-21/020 1 4 Gudgeon Pin Bushing M-LG-21/020 1 5 Adjusting Ring 10" O.D. x .250" M-LG-21/020 1 6 Adjusting Ring 10" O.D. x .125" M-LG-21/020 2 7 Adjusting Ring 13" O.D. x .063" M-LG-21/020 2 8 Adjusting Ring 13" O.D. x .125" M-LG-21/020 2 9 Gudgeon Pin Key M-LG-21/020 1

10 Outer Anchor Plate 1" x 9 1/2" x 18" M-LG-21/019 2 11 Inner Anchor Plate 1/2" x 12" x 18" M-LG-21/019 2

Type 2 Anchor Bar Assembly

Please Note: A contractor for similar past projects reported that the anchorage assembly arms were “severely seized up” and “required significant effort to take them apart without damage“.

b) Clean and degrease each component, remove all rust and corrosion

c) Sand blast all parts to remove paint and debris

d) Provide the opportunity for USACE personnel to inspect all parts after sand blasting and prior to any refurbishing work

e) NDT test each assembly for cracks/imperfections

a. Notify the Contracting Officer at least seven (7) days prior to NDT testing to allow the opportunity for USACE personnel to be present during the testing

b. Follow ASTM E165/E165M standards for dye penetrant testing methods

c. Areas of focus: threaded areas, up to 6” area surrounding bored holes

d. Document all findings in an Anchorage Bar Inspection Report and submit to contracting officer

f) Verify all critical dimensions according to as-built prints provided

a. For bushings and through-holes, verify dimensions and tolerances are within acceptable limits per as-built drawings

b. If through-holes are not within tolerance, weld-fill and line bore

c. If bronze bushings are not within tolerance, notify the Contracting Officer

g) Clean and/or refinish the threads and nuts so that they are in working order

a. Full length of threads must be serviceable (corresponding nut must be able to be threaded all the way along the threaded length)

b. No thread gauges are available, so ensure each thread is labeled and matched to the corresponding nut

h) Ensure grease ports are clear, replace with new grease zerks

i) Paint all parts according to the specifications in Section 4

j) Reassemble each anchor bar assembly

a. All Type 1 assemblies are to be placed in normal position as detailed in M-LG-21/022

i. Spacing between anchor pin through hole and gudgeon pin through hole should be 10 feet

ii. Adjusting sleeve nut should be spaced mid distance between the two eye-bars, with 10 inches of threads visible on the Gudgeon Long Eyebar and 8.25 inches of threads visible on the Anchor Short Eyebar

iii. Documentation of assembly dimensions will be submitted to USACE

b. All Type 2 assemblies are to be placed in normal position as detailed in M-LG-21/020

i. Spacing between anchor pin through hole and gudgeon pin through hole should be 10 feet

ii. Adjusting sleeve nut should be spaced between the two eye-bars, with 7 inches of threads visible on the Long Eyebar and 8.25 inches of threads visible on the Short Eyebar

iii. Documentation of assembly dimensions will be submitted to USACE

Due to ongoing construction and facility security requirements, repair and refurbishment of anchorage bars must be completed off-site, at the Contractor’s facility.

3. Submittals Submit with Offer: Offeror must demonstrate at least three years of experience with machinery and refurbishment of large steel structural components.

Below is a list of submittals. Submittals will be approved by the Government assigned point of contact (POC).

Condition report (should include detailed descriptions of all parts, notes about major cracking or defects, concerns with material integrity, concerns about machining, etc.)

Photo documentation before, during, and after work is completed Anchorage Bar Inspection Report Paint inspection report Assembly report (should include proof of proper assembly location of the sleeve nut)

4. PAINTING

Sand blast all painted surfaces to remove original paint. Re-paint all forged steel parts except bores and interior surface of sleeve nuts according to UFGS Section 09 97 02 specifications.

4.1 QUALITY CONTROL

Submit a safety plan for protective coating systems in accordance with OSHA regulations. Submit manufacturer's standard color charts showing manufacturer's standard finish colors.

4.2 MATERIALS

4.2.1 Abrasive Blasting Material should conform to SSPC AB 1.

4.2.2 PROTECTIVE COATINGS

4.2.2.1 Coating Systems

The following coating system definition is to be specified for use on the surfaces listed in the Coating Schedule of this section, and as directed.

Coating System No. 2 consists of an inorganic zinc first coat, with an inhibitive polyamide epoxy intermediate coat, and an aliphatic polyurethane finish coat. Select coatings from the following listing. Ensure that all coatings, thinners, and cleaners are the product of the same manufacturer. Ensure that each successive coating is a contrasting color to provide a visual assurance of complete coverage.

COATING SYSTEMS

INORGANIC ZINC INHIBITIVE

POLYAMIDE EPOXY

ALIPHATIC

POLYURETHANE

MANUFACTURER

Dimetcote 9 Metalhide 1001

Amercoat 370 Amercoat 450HS PPG One PPG Place Pittsburgh, PA 15272 412/434-3131

CarboZinc 11 Carboguard 893 Carbothane 134HS Carboline Company 2150 Schuetz Road St. Louis, MO 63146 314-644-1000

CathaCoat 304V CathaCoat 304K CathaCoat 304L

Devran 201 H Devthane 379 International Paint LLC/ Devoe Coatings 6001 Antoine Drive Houston, TX 77091

(713) 682-1711 (800) 654-2616

ZincClad II Macropoxy 646-100 Hi-Solids Poly-CA Sherwin-Williams Company 101 Prospect Avenue N.W.

Cleveland, OH 44115

(800) 336-1110

4.3 EXECUTION

4.3.1 Preparation

4.3.1.1 Coating Hazards

Ensure that employees are trained in the safety plan. Specified coatings may have potential health hazards if ingested or improperly handled. Follow the coating manufacturer's written safety precautions throughout mixing, application, and curing of the coatings. During all cleaning, cleanup, surface preparation, and paint application phases, ensure that employees are protected from toxic and hazardous chemical agents that exceed concentrations in 29 CFR 1910.1000. Comply with respiratory protection requirements in 29 CFR 1910.134.

4.3.1.2 Surface Preparation

Within 6 hours after completion of surface preparation and before rusting or recontamination occurs, clean prepared surfaces of abrasive residue, dust, and other contaminants and give the surface the first coat of paint. Re-prepare surfaces not coated within 6 hours or that show rusting or contamination, regardless of the length of time after preparation.

Sequence surface preparation and coating operations so that freshly applied coatings are not contaminated by dust or foreign matter.

Degrease surfaces as required in accordance with SSPC SP 1 before surface preparation and the application of protective coatings. Degreasing is by solvent cleaning, detergent washing, or steam cleaning.

4.3.1.3 Abrasive Blasting (AB)

Dry abrasive blast all surfaces to be coated in accordance with the requirements of SSPC SP 10/NACE No. 2.

Remove weld slag, weld spatter, and foreign matter from surfaces to be coated prior to abrasive blasting. The blast profile, unless otherwise specified, is 0.038 to 0.063 mm1.5 to 2.5 mils as measured by ASTM D4417, Method C.

Use appropriate abrasive blast media to produce the desired surface profile and to give an angular anchor tooth pattern.

Remove all traces of abrasive residue and dust from the surface, leaving it clean and dry.

Surfaces not to be blasted are: Bushings and pin bores

4.3.2 APPLICATION

4.3.2.1 General Requirements

Manufacturer's instructions for thinning, mixing, handling, and applying products are considered a part of this specification. In the event of conflict between the requirements of this specification and the manufacturer's recommendations, this specification takes precedence.

Ensure that compressed air used for spraying coatings remains free of moisture and oil.

Ensure that each coat of applied material is free of runs; sags; blisters; bubbles; mud cracking; variations in color, gloss, and texture; holidays (missed areas); excessive film buildup; foreign contaminants; and dry overspray.

Apply coatings indoors in temperature-controlled environment. Ensure that the surface temperature is at least 3 degrees C or 5 degrees F above the dew point.

Apply coatings by airless or conventional spray. Use airless spray only for large, simply configured surfaces.

Protect newly coated surfaces from damage.

4.3.2.2 Mixing and Application Procedures

Mix multi-component paints according to the manufacturer's instructions. Use power agitation in a manner that does not introduce air into the mixed coating Strain mixed material through a 250- to 600- micrometer 30- to 60-mesh screen.

Continuously stir the inorganic zinc primer during application at a rate that will prevent the zinc from settling but will not introduce air into the material Measure the final dry film thickness after each coat in accordance with SSPC PA 2. Make all measurements with a Type 2 gauge having an accuracy of 3 percent or better. Ensure the coating measurements meet the Level 1 thickness restrictions and are in compliance with the manufacturer's recommended minimum and maximum requirements. Repair areas of non-compliance by adding additional paint or mechanically removing the excess paint prior to the application of the succeeding coat.

4.3.2.3 Coating Systems

Coating System No. 2:

a. Inorganic zinc primer: 0.060 to 0.102 millimeter3 to 6 mils, inorganic zinc, as specified in Coating Schedule.

b. Inhibitive polyamide epoxy, second coat: 0.051 to 0.0102 millimeter 2 to 4 mils.

c. Aliphatic polyurethane, third coat: 0.051 to 0.0102 millimeter 2 to 4 mils, but sufficient to hide previous coat.

4.3.3 SCHEDULES

4.3.3.1 Coating Schedule

SURFACE

DESCRIPTION

SURFACE

PREPARATION

FIRST COAT SECOND COAT THIRD COAT

Items or surfaces to be coated:

Anchor Bars, Sleeve Nuts, Near white metal blast cleaning

MPI 19 MPI 108

Finish Color:

Dark Gray

MPI 72

Finish Color:

Gray

Split Nuts, Gudgeon Links, Gudgeon Link Spacers.

(except bores and bolt holes)

Finish color as according to FED-STD-595.

5. SHIPPING

Pick up of all Type 1 and Type 2 anchor bar assemblies will be from Lock and Dam 5 storage yard, address below.

Please coordinate pick up with the points of contact below no later than two weeks prior to pick up.

Lock and Dam 5 storage yard address:

Lock and Dam 5 S River Rd Cochrane, WI 54622 44.165070, -91.808555

Point of contact: Judy Denzer (651) 290-5941 Mike Holzer (651) 290-5989

There will be a forklift (telehandler) with operator available to assist with loading the Contractor’s truck. Contractor is responsible for ensuring that anchor bar assemblies are packaged (e.g. palletized and banded) adequately to ensure they remain undamaged during transport.

Once finished, the Type 1 Anchor Bar Assemblies (originally from LD2) will be shipped to Lock and Dam 3, address below. The finished Type 2 Anchor Bar Assemblies (originally from LD4 – LD10) will be shipped to Lock and Dam 5A warehouse, address below. The Contractor is responsible to repair any damage that may occur during shipping. The Contractor will notify POC at least seven (7) days in advance of delivery of finished products.

Lock and Dam 3 address:

Lock and Dam 3 4330 Lock and Dam Road Welch, MN 55089 44.60928112955936, -92.60945075515139

Point of contact: Tim Tabery (651) 290-5060

Lock and Dam 5A Warehouse address:

Lock and Dam 5A W679 Hwy 35 Fountain City, WI 54629 44.09013383411565, -91.66689304341081

Point of contact: Joe Heffner (651) 290-5069

6. PACKING

Coat all non-painted surfaces in shipping grease to prevent rust. Finished assemblies will be crated in containers that packaged to allow for movement with a forklift. Containers Paletized assemblies will be covered to minimize damage to parts during shipping. Note: It is not necessary to crate the finished assemblies for shipping. Banded to pallets with protective blocking and a tarp is sufficient.

7. REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM E165/E165M (2018) Standard Practice for Liquid Penetrant Examination for General

Industry ASTM C920 (2018) Standard Specification for Elastomeric Joint Sealants ASTM D4417 (2021) Standard Test Methods for Field Measurement of Surface

Profile of Blast Cleaned Steel

MASTER PAINTERS INSTITUTE (MPI)

MPI 19 (2012) Primer, Zinc Rich, Inorganic MPI 72 (2016) Polyurethane, Two-Component, Pigmented, Gloss (MPI Gloss

Level 6-7) MPI 108 (2015) Epoxy, High Build, Low Gloss

SOCIETY FOR PROTECTIVE COATINGS (SSPC)

SSPC AB 1 (2015; E 2017) Mineral and Slag Abrasives SSPC AB 2 (2015; E 2016) Cleanliness of Recycled Ferrous Metallic Abrasive SSPC AB 3 (2003; E 2004) Ferrous Metallic Abrasive SSPC PA 2 (2015; E 2018) Procedure for Determining Conformance to Dry

Coating Thickness Requirements SSPC SP 1 (2015) Solvent Cleaning SSPC SP 10/NACE No. 2 (2007) Near-White Blast Cleaning SSPC SP 11 (2012) Power Tool Cleaning to Bare Metal

U.S. GENERAL SERVICES ADMINISTRATION (GSA)

FED-STD-595 (Rev C; Notice 1) Colors Used in Government Procurement

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910.134 Respiratory Protection 29 CFR 1910.1000 Air Contaminants

UNIFIED FACILITIES GUIDE SPECIFICATIONS

UFGS SECTION 09 97 13.00 40 (2019) Steel Coatings

52.212-2 EVALUATION--COMMERCIAL PRODUCTS AND COMMERCIAL SERVICES (NOV 2021)

(a) The Government will award a contract resulting from this solicitation to the responsible offeror whose offer conforming to the solicitation will be most advantageous to the Government, price and other factors considered. The following factors shall be used to evaluate offers:

i. Price

ii. Delivery Schedule

iii. Past Performance. Past performance will be evaluated in accordance with Clause 252.213-7000. In the case of a supplier without a record of relevant past performance history in the Past Performance Information Retrieval System-Statistical Reporting (PPIRS-SR) for the Federal supply class (FSC) or product or service code (PSC) of the supplies being purchased may not be evaluated favorably or unfavorably for its past performance history.

Offerors must demonstrate at least three years of experience with machining and refurbishment of large structural steel components.

When combined, Delivery Schedule and Past Performance are more are more importand than price.

(b) A written notice of award or acceptance of an offer, mailed or otherwise furnished to the successful offeror within the time for acceptance specified in the offer, shall result in a binding contract without further action by either party. Before the offer's specified expiration time, the Government may accept an offer (or part of an offer), whether or not there are negotiations after its receipt, unless a written notice of withdrawal is received before award.

(End of provision)

(End of Summary of Changes)