W912QR-42214316_CERTIFIED_Final_Specs-0001.pdf

Solicitation For Multiple Award Task Order Contracts U.S.

Army Corps of Engineers Great Lakes and Ohio River Division Mission Boundaries

Smithland L&D River Chamber Machinery Rehab, Brookport, IL

P2: 128624 Design-Bid-Build Specifications - Vol. 2 29 August 2024

W912QR-42214316

Corrected Final Design 13 September 2024

W912QR-42214316-0001

Certified Final Design

MATOC

W9123723D0004 thru 23D0007 All requirements of the base MATOC Volume 1 of 2 shall apply to this Task Order unless noted otherwise.

ARIMS: 1200 Disposition: Permanent

W912QR-42214316_CERTIFIED_Final_Specs-0001

REPLY T 0

ATTENTION OF

Contracting Division

Aleut Flood Management, LLC

DEPARTMENT OF THE ARMY

LOUISVILLE DISTRICT, CORPS OF ENGINEERS

P.O. BOX 59

LOUISVILLE, KENTUCKY 40201-0059

13 September 2024

Brannon Contracting & Maintenance Services, LLC Massillon Construction and Supply, LLC Mi-De-Con, INC

Dear MA TOC Contractors:

Reference is made to your Indefinite Delivery Contracts, Numbers W9123723D0003 Through W912QR23D0009, with the primary objective ofthis contract is to provide site survey, work plan(s) and/or specifications, construction, maintenance, repair, and/or rehabilitation (MRR) services to Government installations and facilities located anywhere within the geographical boundaries of the Great Lakes and Ohio River Division, U.S. Army Corps of Engineers.

The following are the changes:

**** AMENDMENT 0001 ****

All sheets- Footer has been changed from 'CORRECTED FINAL' to 'CERTIFIED FINAL

All Specifications and Plan Drawings have been replaced in their entirety with this Certified Final

*** AMENDMENT 0001 ****

Please acknowledge receipt of this Amendment by signing below the space provided and returning to Andrew Fleming at andrew.j.fleming@usace.army.mil.

Signature Date

Printed Name

Firm Name

Sincerely, JU DD MATTH Ew Digitally signed by

• JUDD.MATTHEW.P.1083357769

.P. l 083357769 �����024.09.1310 ,01,11

Matthew P. Judd Contracting Officer

Project Table of Contents

Division 00 - Procurement and Contracting Requirements

00 80 50.00 06 Special Provisions

Submittal Register

Division 01 - General Requirements

01 20 00.06 Task Order Scope of Work

Division 02 – Existing Conditions

02 41 00 Deconstruction

Division 05 - Metals

05 12 00 Structural Steel

Division 09 - Finishes

09 97 02 Painting: Hydraulic Structures

Appendix A - Smithland Miter Gate Machinery Drawings

Existing Part Drawings which include parts to be re-built.

Appendix B - Sector Gear Assembly Photographs

Sector Gear Assembly Photographs

Appendix C - Sector Gear Assembly NDT Requirements

Sector Gear Assembly Drawings Marked Up indicating NDT locations

Appendix D - Hydrograph Data for Smithland

Headwater (HW) and Tailwater (TW) hydrograph data from 2014 to

--End of Project Table of Contents—

128624 Smithland L&D River Chamber Machinery Rehab Brookport, IL

CERTIFIED FINAL

PART 1 GENERAL

SECTION 00 80 50.00 06

SPECIAL PROVISIONS

This section is a supplement to section 00 80 00.00 06 in the base contract. This document will provide additional information or revise base contract requirements for this task order only.

Attachments to this specification are as follows:

Project Submittal Register

1 . 1 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.

U. S . ARMY ( DA)

AR 530-1 Operation Security

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 415-1-15 (2014) Safety and Health Requirements Manual

1.2 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

Refer to FAR 52.211-12 "LIQUIDATED DAMAGES" in Section 0750 for the amount of Liquidated Damages for the project.

Refer to FAR 52. 211-10 "Commencement, Prosecution, and Completion of Work" in Section 0750 for a notification of significant contract dates.

1.2.1 Additional Requirements/Clarifications of Work Included Within the Contract

a. The time stated in FAR 52.211-10 "Commencement, Prosecution, Completion of

Work" in Section 0750 for completion shall include all work included in 01

20 00.00 06 Task Order SCOPE OF WORK.

1. 3 NOT USED

1. 4 NOT USED

1. 5 NOT USED

1. 6 NOT USED

1. 7 NOT USED

1. 8 NOT USED

1. 9 AVAILABILITY OF UTILITIES

a. Availability and Use of Utility Services

128624 Smithland L&D River Chamber Machinery Rehab Brookport, IL

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128624 Smithland L&D River Chamber Machinery Rehab

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Document 00 80 50.00 06 Page 3

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Document 00 80 50.00 06 Page 9

c. Neither the Government's review, approval or acceptance of, nor payment for, the services required under this contact shall be construed to operate as a waiver of any rights under this contract or of any cause of action arising out of the performance of this contract. The Contractor shall be and remain liable to the Government in accordance with applicable law for all damages to the Government caused by the Contractor's negligent performance of any of these services furnished under this contract.

d. The rights and remedies of the Government provided for under this contract are in addition to any other rights and remedies provided by law.

e. If the Contractor is comprised of more than one legal entity, each entity shall be jointly and severally liable hereunder.

f. The scope of the contractor’s design responsibilities includes any design necessary to the safe removal, rehabilitation, and installation of the assembly that is not documented within the contract documents. The contractor shall check all construction loads to ensure the construction methods are within tolerance of all safety, legal, and design standard requirements.

1.32 NOT USED

1.33 NOT USED

1.34 FINAL CLEANING

Clean the premises in accordance with FAR 52.236-12 "Cleaning Up" and additional requirements stated here. Remove stains, foreign substances, and temporary labels from surfaces. Vacuum carpet and soft surfaces.

Clean equipment and fixtures to a sanitary condition. Clean or replace filters of operating equipment if cleaning is not possible or practicable. Remove debris from roofs, drainage systems, gutters, and downspouts. Sweep paved areas and rake clean landscaped areas. Remove waste, surplus materials, and rubbish from the site. Remove all temporary structures, barricades, project signs, fences and construction facilities. A list of completed clean-up items shall be submitted on the day of final inspection.

PART 2 PRODUCTS NOT USED

PART 3 EXECUTION NOTUSED

-- End of Section --

CERTIFIED FINAL

Document 00 80 50.00 06 Page 10

SUBMIT

APPROVAL

NEEDED BY

MATERIAL

NEEDED BY

A C T I O N

C O D E

DATE OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE OF

ACTION

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

00 80 50 SD-01 Preconstruction Submittals Contractor Security Training 1.21 Sequence of Design/Construction 1.26 Design Quality Control Plan 1.26

01 20 00 SD-01 Preconstruction Submittals NDT Reports 1.2 Permits for Construction of Project 1.7 Schedule of Work/Operations 3.2.4 Construction Plan 3.3.1

05 12 00 SD-06 Test Reports Weld Inspection Reports 2.3.3.1 SD-07 Certificates AISC Structural Steel Erector 1.3 Quality Certifications Welding Procedures and Qualifications 1.5.1.1 Welding Electrodes and Rods 2.2 Certified Welding Inspector 2.3.1.1 NDT Technician 3.5.1.2 Welding Procedure Specifications (WPS) 2.2

09 97 02 SD-01 Preconstruction Submittals Safety, Health, and 1.2 G Environmental Requirements Accident Prevention Plan 1.2.1 G Respiratory Protection Plan 1.2.1.5 G Airborne Sampling Plan 1.2.2.1 G Medical Surveillance Plan 1.2.2 G Visible Emissions Monitoring Plan 1.2.3 G TSP Monitoring Plan 1.2.3 G Ventilation Assessment Plan 1.2.1 SD-03 Product Data Manufacturer's MSDS Product Data 1.6 G Sheet SD-04 Samples Product Samples 1.6 G

SUBMITTAL REGISTER CONTRACT NO.

TITLE AND LOCATION

Smithland River Chamber Machinery

CONTRACTOR

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A

G # R A P H

G O V C T L A O S R S I A F / I E C A R T E I V O W N R

CONTRACTOR: SCHEDULE DATES CONTRACTOR

ACTION APPROVING AUTHORITY

MAILED TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

SUBMITTAL REGISTER

SUBMIT

APPROVAL

NEEDED BY

MATERIAL

NEEDED BY

A C T I O N

C O D E

DATE OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE OF

ACTION

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

Special Paint Formulas 1.5 G SD-06 Test Reports TSP Test Report 1.2.3 Inspection Reports 3.4 Medical Status Report 1.2.2.2 Change in Medica Status Report 1.2.2.3

SUBMITTAL REGISTER CONTRACT NO.

TITLE AND LOCATION

Smithland River Chamber Machinery

CONTRACTOR

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A

G # R A P H

G O V C T L A O S R S I A F / I E C A R T E I V O W N R

CONTRACTOR: SCHEDULE DATES CONTRACTOR

ACTION APPROVING AUTHORITY

MAILED TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

SUBMITTAL REGISTER

Introduction: Construction Project Signs EP 310-1-6a 01 May 2019 AR 601-208 10 Nov 2021

16-1

The use of signs to identify Corps managed or supervised design, construc-tion, and rehabilitation projects - both for military and civil works - is an important part of efforts to keep the public informed of Corps work. For this purpose, a construction project sign package has been adopted. This package consists of two signs: one for project identification and the other to show on-the-job safety performance of the contractor.

These two signs are to be displayed side by side and mounted for reading by passing viewers. Exact placement location will be designated by the contracting officer’s representative.

The panel sizes and graphic formats have been standardized for visual consistency throughout all Corps operations.

Sign Panels can be constructed using either of the materials below:

(1) The sign panels shall be constructed of good sound materials suitable for the purpose. Lumber shall be salt treated softwood of No. 2 grade or better. Sizes shown are nominal. Plywood shall be 1/2-inch, B-B, marine grade and with dimensional lumber uprights and bracing.

Screws shall be of commercial quality and of sizes shown.

(2) The sign Panels shall be fabricated using premium, furniture-grade exterior plywood laminated on both sides with factory-baked polyester painted aluminum surfaces and with dimensional lumber uprights and bracing. Screws shall be commercial quality and of the sizes shown.

Panels are fabricated with dimensional lumber uprights and bracing.

The sign faces are nonreflective vinyl.

All legends are to be die-cut or computer-cut in the sizes and typefaces specified and applied to the white panel back-ground following the graphic formats shown on pages 16-2 thru 16-4. The Communication Red panel on the left side of the construction project sign with Corps Signature (reverse version) is screen-printed onto the white back-ground.

NOTE USE OF THE ARMY STAR

LOGO WITH THE WHITE ARMY

BACKGROUND:

Displays of the signs are shown on the following pages. Mounting and fabrication details are provided on page 16-6.

Special applications or situations not covered in these guidelines should be referred to the district Sign Program Manager.

For Bipartisan Infrastructure Law (BIL) and Civil Works Projects that address water resources and infrastructure needs, see:

corpslakes.erdc.dren.mil/ employees/iija/iija.cfm

At the website, select OPORD 2023-25 Project Signage Requirements, ANNEX C, Investing in America Brand Guide.

Therein, you will find Guidelines for Logo Applications for the Primary Logo Mark, colors, graphics and fonts.

128624 Smithland L&D River Chamber Machinery Rehab Brookport, IL

Document 00 80 50.00 06 Project Signs Page 1

16-2

ECB No. 2020-1 SUBJECT: USACE Construction Project Signs

ATTACHMENT A: Example Graphic of Signage with Dimensions for MILCON Project

128624 Smithland L&D River Chamber Machinery Rehab Brookport, IL

Document 00 80 50.00 06 Project Signs Page 2

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ECB No. 2020-1 SUBJECT: USACE Construction Project Signs

ATTACHMENT B: Example Graphic of Signage with Dimensions for Civil Works Project

16-3

128624 Smithland L&D River Chamber Machinery Rehab Brookport, IL

CERTIFIED FINAL

Document 00 80 50.00 06 Project Signs Page 3

P R

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Y o f E n g in e rs

SUBJECT: USACE Construction Project Signs - Bipartisan Infrastructure Law

ATTACHMENT C: Example Graphic of Signage with Dimensions for Civil Works Project

16-4

128624 Smithland L&D River Chamber Machinery Rehab Brookport, IL

CERTIFIED FINAL

Document 00 80 50.00 06 Project Signs Page 4

Safety Performance Sign EP 310-1-6a VOL 1 01 Jun 06 AR 601-208 16 July 2013

16-5

Each contractor’s safety record is to be posted on Corps managed or supervised construction projects and mounted with the Construction Project Identification sign specified on page 16-2.

The graphic format, color, size and type-faces used on the sign are to be repro-duced exactly as specified below. The title with First Aid logo in the top section of the sign, and the performance record captions are standard for all signs of this type. Legend groups 2 and 3 below identify the project and the contractor and are to be placed on the sign as shown.

Safety record numbers are mounted on individual metal plates and are screw-mounted to the background to allow for daily revisions to posted safety perfor-mance record.

Special applications or situations not covered in these guidelines should be referred to the district Sign Program Manager.

Legend Group 1: Standard two-line title “Safety is a Job Requirement” with 8” (outside diameter) Safety Green first aid logo.

Color: To match Pantone system 347 Typeface: 3" Helvetica Bold Color: Black

Legend Group 2: One- to two-line project title legend describes the work being done under this contract and name of host project.

Color: Black Typeface: 1.5" Helvetica Regular Maximum line length: 42"

Legend Group 3: One- to two-line identifica-tion: name of prime contractor and city, state address. Color: Black Typeface: 1.5" Helvetica Regular Maximum line length: 42"

Legend Group 4: Standard safety record captions as shown.

Color: Black Typeface: 1.25” Helvetica Regular

Replaceable numbers are to be mounted on white .060 aluminum plates and screw-mounted to background.

Color: Black Typeface: 3" Helvetica Regular Plate size: 2.5" x 4.5"

All typography is flush left and rag right, upper and lower case with initial capitals only as shown. Letter- and word-spacing to follow Corps standards as specified in Appendix D.

3” 33.030” eq. 8” eq.

6”

4.5”

10.5”

2.25” 3”

2.25” 3”

4.875”

4.875”

6.75”

4.875” .75” 4.875”

4.5”

3”

3” 42” 3”

2.25” 2.25” 2.25” 2.25”

.75”

3”

Sign Legend Panel Post Specification Mounting Color Type Size (A) Size Size Code Height Bkg/Lgd

CID-02 various 4’x4’ 4”x4” HDO-3 48” WH/BK-SG

128624 Smithland L&D River Chamber Machinery Rehab

Document 00 80 50.00 06 Project Signs Page 5

Fabrication and Mounting GuidelinesEP 310-1-6a VOL 1 01 Jun 06 AR 601-208 16 July 2013

16-6 tions for HDO plywood panel preparation are provided in Appendix B.

Shown below the mounting diagram is a panel layout grid with spaces provided for project information. Photocopy this page and use as a worksheet when preparing sign legend orders.

For additional information on the proper method to prepare sign panel graphics, contact the district Sign Program Manager.

All Construction Project Identification signs and Safety Performance signs are to be fabricated and installed as de-scribed below. The signs are to be erected at a location designated by the contracting officer representative and shall conform to the size, format, and typographic standards shown on pages16-2 thru 16-4. Detailed specifica-

The sign panels are to be fabricated from .75" High Density Overlay Plywood. Panel preparation to follow HDO specifications provided in Appendix B.

Sign graphics to be prepared on a white nonreflective vinyl film with positionable adhesive backing.

All graphics except for the Communication Red background with Corps Signature on the project sign are to be die-cut or computer-cut nonreflective vinyl, prespaced legends prepared in the sizes and typefaces specified and applied to the background panel following the graphic formats shown on pages 16-2 and 16-3.

The 2’x 4’ Communication Red panel (to match Pantone system 032) with full Corps Signa-ture (reverse version) is to be screen-printed on the white background. Identification of the district or division may be applied under the signature with white cut vinyl letters prepared to Corps standards.

Drill and insert six (6) .375" T-nuts from the front face of the HDO sign panel. Position holes as shown. Flange of T-nut to be flush with sign face.

Apply graphic panel to prepared HDO plywood panel following manufacturers’ instructions.

Sign uprights to be structural grade 4" x 4" treated Douglas Fir or Southern Yellow Pine, No.1 or better. Post to be 12' long. Drill six

(6) .375" mounting holes in uprights to align with T-nuts in sign panel. Countersink (.5") back of hole to accept socket head cap screw (4" x .375").

Assemble sign panel and uprights. Imbed assembled sign panel and uprights in 4' hole.

Local soil conditions and/or wind loading may require bolting additional 2" x 4" struts on inside face of uprights to reinforce installation as shown.

48”

48”

18”

Construction Project Identification Sign Legend Group 1: Corps Relationship 1.

2.

Legend Group 2: Division/District Name 1.

2.

Legend Group 3: Project Title 1.

2.

3.

Legend Group 4: Facility Name 1.

2.

Legend Group 5: Contractor/A&E 1.

2.

3.

4.

5.

Safety Performance Sign Legend Group 2: Project Title 1.

2.

Legend Group 3: Contractor/A&E 1.

2.

Legend Group 2a: Military/Civil Works Sponsor 1.

2.

Legend Group 5b: Contractor/A&E 1.

2.

3.

4.

5.

128624 Smithland L&D River Chamber Machinery Rehab

Document 00 80 50.00 06 Project Signs Page 6

25 GA. GAL. METAL

FLASHING ON TOP OF SIGN

½" COUNTERSUNK

BOLTS WITH WASHERS

2 X 4--+

½" EXTERIOR PLYWOOD FASTENED TO

2 11 X 4 11 WI TH NO. 18 X .:.2:...."�W

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CONSTRUCTION SIGN ISOMETRIC

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FILE: C: 0 TEMP0 SIGN.DGN

DATE: 23-Feb-OO 13:55

16-7

128624 Smithland L&D River Chamber Machinery Rehab Brookport, IL

Document 00 80 50.00 06 Project Signs Page 7

Section 01 20 00.00 06

Task Order SCOPE OF WORK

Smithland Lock and Dam River Chamber Sector Gear Assembly Rehab

1.0 Project Information

1.1 General

Design-Bid-Build: The Contractor shall provide all labor, equipment, supplies, and consultant services and all site investigations, surveys, analysis, sampling, testing and verification of existing field conditions as required for design and construction of the Smithland River Chamber Machinery Rehabilitation at Smithland Lock and Dam site located in Brookport, IL.

1.2 Scope of Work

The scope of the base bid shall include all labor, tools, and equipment required to pick-up four existing sector gear assemblies located at Smithland L&D, rebuild sector gear assemblies to include disassembly, cleaning & sandblasting, inspection, and non-destructive testing, painting, and reassembly. Gear assemblies available for pickup will be in as-removed condition. Assume gears will be coated in grease, rust, dirt, and lead base primer or paint. Assembly will be available for pickup on the Landwall of the site. Contractor to develop all LHE plans per EM 385-1-1. Contractor to install rebuilt sector gear assemblies in the river chamber at Smithland L&D. Each sector gear assembly consists of a sector gear, strut to sector pin, strut to gate pin, two sector arms, bushings, and turned nuts and bolts. All sector gear assembly rebuilding work to take place at the contractor’s fabrication shop. All sector gear assembly installation work will take place at Smithland Lock and Dam facility.

Contractor to verify all existing conditions relevant to their work prior to construction. Existing construction shown is based on the existing construction documents and general construction practices and is not guaranteed to be true or exact. Specific scope and non-scope items are as follows:

BASE BID

A. The Sector Gear Assemblies are listed in attached drawings (appendix

A) and photographs (appendix B). Base bid consists of two line items, Line Item 01 Rebuild Sector Gear Assemblies, Line Item 02 Replace River Chamber Sector Gear Assemblies.

B. Sector Gears

a. Government to furnish all four (4) sector gears for pickup by the contractor. Estimated weight is 8,350 lbs. each. Gear assemblies available for pickup will be in as-removed condition. Assume gears will be coated in grease, rust, dirt, and lead base primer or paint. Assembly will be available for pickup on the Landwall of the site. Contractor to develop all LHE plans per EM 385-1-1.

b. The sector gears have old bushings attached; contractor is expected to remove existing bushings without damage to the sector gears.

c. Sector Gears to be media blasted SSPC SP6 Commercial Blast Cleaning.

All surfaces shall be free of all visible and non-visible contaminants including soluble salt, oils, grease, dirt, and debris.

d. Contractor to VT entire sector gear, acceptance criteria AWS D1.1 Table 8.1 Cyclically Loaded nontubular structures, inspect for cracks and porosity only.

128624 Smithland L&D River Chamber Machinery Rehab Brookport, IL

CERTIFIED FINAL

Document 01 20.00 06 Page 1

e. MT intersection of spoke webs with the gear rim and gear hub. Top and bottom at 12 locations identified in Appendix C. MT all gear teeth full length at the tooth fillet. MT full length of sector arm cavity in all 4 locations at the corner as indicated in Appendix C. Contractor to submit NDT reports to the Contracting Officer & TPOC. Repairs to the castings shall be made with the knowledge and approval of the contracting officer. Surface imperfections shall be considered minor when the depth of the cavity is not greater than 20 percent of the actual wall thickness, but in no case greater than 1 inch.

f. It is assumed that the existing sector gears are currently coated with lead-based primer paint and finished with aluminum paint. The lead-based paint shall be completely removed from all parts of each sector gear. It is the responsibility of the contractor to comply with all Federal, State, and Local regulations regarding the removal and disposal of the lead paint. This includes the OSHA regulations outlined in 29 CFR 1926.62.

g. Painting and surface preparation: All exposed exterior surfaces of assemblies and equipment except threaded and bearing surfaces shall be shop primed with government-furnished paint:

• Full Prime Coat – Amine Cured Epoxy Mastic Hi Build Coating, S/G, Off Shite – High Edge Retention (4-5 mils

DFT)

• Second Coat: - Amine Cured Epoxy Mastic Hi-Build Coating, S/G, Haze Gray – High Edge Retention (4-5 mils DFT)

• Third Coat: Aliphatic Polyurethane Mastic Coating, Gloss Haze Gray – High Edge Retention (3-5 mils DFT)

h. As much as practical, the coating system shall be applied to individual components and items before assembly to ensure complete coverage and maximum protection against corrosion. Government to furnish paint with assembly.

i. Machine-finished surfaces shall be thoroughly cleaned of foreign matter. All finished surfaces shall be coated with rust inhibitor.

Unassembled screws and bolts shall be oiled and wrapped with moisture paper or protected by other approved means.

C. Sector Arms

a. Government to furnish all eight (8) sector arms for p contractor. Sector Arms estimated weight is 1,542 lbs.

b. It is believed that the previous aluminum bronze overlay has been removed and bushings have been installed in the sector arms. If aluminum bronze overlay still exists, the contractor will have to line bore each sector arm to allow for the installation of new bushings Aluminum Bronze ASTM B148 C95400. If bushings are installed, contractor to remove bushings with no damage to the sector arms.

c. Each Sector Gear assembly requires two (2) sector arms (Upper & Lower), the sector arms shall be attached to the sector gears with body bound bolts.

d. Government to furnish four (4) Sector Arm Cross Pin (detail 14 on OS- 240.1/7)

• Alloy Forged Steel, ASTM A668 Class J; Brinell Hardness 197-255;

Applicable Grades X3, X4, X5

e. Contractor to supply (32) Sector Arm Wedges (detail 1C on OS-240.1/5)

• Wedge Material ASTM A633 Grade 80.

f. It is assumed that the existing sector arms are currently coated with lead-based primer paint and finished with aluminum paint. The lead-based paint shall be completely removed from all parts of each sector gear. It is the responsibility of the contractor to comply with all Federal, State, and Local regulations regarding the removal and disposal of the lead paint. This includes the OSHA regulations outlined in 29 CFR 1926.62.

128624 Smithland L&D River Chamber Machinery Rehab Brookport, IL

CERTIFIED FINAL

Document 01 20.00 06 Page 2

g. Sector Arms to be media blasted SSPC SP6 Commercial Blast Cleaning.

All surfaces shall be free of all visible and non-visible contaminants including soluble salt, oils, grease, dirt, and debris.

h. Painting and surface preparation: All exposed exterior surfaces of assemblies and equipment except threaded and bearing surfaces shall be shop primed with government-furnished paint:

• Full Prime Coat: Amine Cured Epoxy Mastic Hi Build Coating, S/G, Off Shite – High Edge Retention (4-5 mils DFT)

• Second Coat: Amine Cured Epoxy Mastic Hi-Build Coating, S/G, Haze Gray – High Edge Retention (4-5 mils DFT)

• Third Coat: Aliphatic Polyurethane Mastic Coating, Gloss, Haze Gray – High Edge Retention (3-5 mils DFT)

i. As much as practical, the coating system shall be applied to individual components and items before assembly to ensure complete coverage and maximum protection against corrosion. Government to furnish paint with assembly. Shop assembly of sector arms and wedges to sector gear, shall be done with the sector arm cross pin in place to insure alignment of sector arms.

D. Sector Gear Bushings

a. Government to furnish eight (8) Aluminum Bronze ASTM B148 C95400

Sector Gear Bushings.

b. USACE has made a change from the original drawing and decided to go with a 2-piece bushing. See Sector Gear Bushing Details in Appendix A. ID to match existing sector pin diameter. OD to match refurbished sector gear diameter.

c. Supplied bushings need to be machined to final ID and OD measurements to meet refurbished sector gear and existing sector gear pin measurements. The existing sector gear pin dimensions will be unknown until the contractor removes the existing sector gear for installation of the rehabbed assembly. Bushings to receive grease groves to be ½” wide by ¼” deep, (1) horizontal grove and (4) vertical groves to be centered on the bushing. The existing sector gear pin dimensions will be unknown until the contractor removes the existing sector gear for installation of the rehabbed assembly.

d. Contractor to measure the diameter of the existing sector pins that will remain in place. Contractor to bore the sector gear bushings to the appropriate ID for the sector gear pin.

E. Sector Arm Bushings & Thrust Washers

Contractor to supply (8) Hat Bushings & (8) Thrust Washers, Aluminum Bronze ASTM B148 C95400.

a. Hat bushing to receive grease grooves to be ½” wide by ¼” deep. (1) Horizontal and (4) vertical grooves to be centered on the bushing.

b. Thrust washers to receive grease grooves to be ½” wide by ¼” deep.

(1) Horizontal and (4) vertical grooves to be centered on the bushing.

F. Turned Bolts & Nuts

a. Contractor to supply (80) turned bolts and nuts that meet

ASTM A320 Grade L7.

b. Please see detail 8 on OS-240.1/5.

c. Bolts to be used for connecting the sector arms to the sector gears. Bolts are to be body bound at the connection. OD of Bolt Shank is 1 11/16”; ID of bolts holes located in both the sector gear and sector arms is 1 5/8”.

d. Bolts to be 7 ½” long, Contractor to verify full engagement of nuts with at least 3 threads showing above the nut away from the faying surface.

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G. Replace River Chamber Sector Gear Assemblies

a. Once all miter gate machinery has been refurbished. Contractor to coordinate with USACE for a River Chamber closure for up to 4 consecutive weeks to remove existing miter gate machinery and to install newly refurbished miter gate machinery in the river chamber at Smithland L&D. This river chamber closure is expected to take place during the low water season of 2025 (AUG – NOV).

Advance notice of 90 days will be required for USACE to inform industry of a 4-week river chamber closure.

b. Costs shall include all effort associated with Mobilization, Shipping, Performance Bonds, Materials, Labor, Fuel, LHE Support, Removal of Existing Machinery, Installation of refurbished Machinery, and Demobilization.

c. Contractor to disassemble & remove existing sector gear assemblies located in the river chamber. Once removed sector gear assemblies to be stored on site at Smithland L&D. Exact location to be directed by the Lockmaster. Contractor to provide adequate dunnage to support the removed machinery. Contractor to provide straps and concrete anchorage for the removed parts so that they do not shift during flood events.

d. Contractor to measure the diameter of the existing sector pins that will remain in place. Contractor to bore the sector gear bushings to the appropriate ID for the sector gear pin.

e. Contractor to install refurbished sector gear assemblies in the river chamber.

f. Contractor to have LHE support to lift all necessary machinery components. The sector gears assemblies estimated weight is 11,600 lbs. LHE shall be capable of lifting the sector gears and all necessary rigging safely. Load Handling Equipment shall meet or exceed all specifications in Chapter 16 of EM 385-1-1 (March 2024).

1.3 Site Location

This project is located within the Smithland Lock and Dam facility at 1401 Smithland Dam Road in Brookport, IL.

1.4 Not used

1.5 Not used

1.6 Attachments

The Information provided in the Attachments contain the necessary information for the contractor to construct this project. The following Attachments are included and shall be used and strictly adhered-to in completing the construction of the project.

a. APPENDIX A: Smithland Miter Gate Machinery Drawings

b. APPENDIX B: Sector Gear Assembly Photographs

c. APPENDIX C: Sector Gear Assemblies NDT requirements

d. APPENDIX D: Hydrographs

1.7 Permits

The Contractor shall investigate and submit any permits necessary for the construction of this project. All permit applications shall be completed by the Contractor and provided to the Contracting Officer for submittal to the appropriate agency. Contractor shall pay all permit fees. Copies of all permits

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Document 01 20.00 06 Page 4 shall be provided to the USACE.

The contractor will not be required to obtain USACE specific (Environment and Construction) Permits, however, USACE personnel will be on site to ensure that the contractor follows all environmental and disposal requirements listed in these specifications.

2.0 Not Used

3.0 General Construction Requirements

3.1 Summary

3.1.1 The requirements include:

a. Construction considerations and use of the premises.

b. Protection of personnel and Government property.

c. Construction facilities and job site standards.

d. The requirements of this section apply to the entire project including all amendments or modifications that may be issued to modify the contract documents.

3.2 General Information

3.2.1 Contractor shall have shared use of all spaces for execution of the construction work as defined in the requirements of this RFP; all areas are currently occupied. Entrance into and interface with the surrounding facilities shall be coordinated in advance with the Contracting Officer. The project site is within the fenced boundaries of a United States Department of Defense Facility. Access will always require advance notice and security passes. The contractor is responsible for obtaining all security passes.

3.2.2 The superintendent in charge of this work shall personally contact the Contracting Officer’s Representative a minimum of 72 hours before starting work on the contract, before restarting work after a lengthy delay, and prior to moving workers and equipment from one site of work to another.

3.2.3 Coordinate all construction activities with:

a. Contracting Officer’s Representative

b. Lockmaster through the Contracting Officer’s Representative

c. Project Engineer through the Contracting Officer’s Representative

3.2.4 Prior to the start of any construction operations whatsoever, a schedule of work or operations in proper sequence shall be submitted by the contractor for approval by the Contracting Officer’s Representative to cause a minimum amount of disruption to the normal lock operations.

3.2.5 Coordinate all construction and use of premises activities with the Contracting Officer’s Representative.

3.2.6 Coordinate with Contracting Officer’s Representative the scheduling and routing of work, personnel access and material deliveries for the work.

3.2.7 The Contractor shall coordinate with installation security regulations and personnel regarding worker and vehicle identification, badging, and permits.

See paragraph entitled IDENTIFICATION OF EMPLOYEES in Section 00 80 00.00 06

SPECIAL CLAUSES.

3.2.8 High-ranking officers, foreign dignitaries, or DOD employees may approach you. Only the Contracting Officer can make changes to the contract.

3.2.9 Bulletin Board. See 01 50 00, Paragraph 2.1.2.

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3.3 Documentation

3.3.1 Construction Plan:

3.3.1.1 Prior to the start of any onsite construction activities, the Contractor shall submit a detailed construction plan. The plan shall include a detailed schedule of the major construction activities. Prior to the start of work, submit a site plan showing the locations and dimensions of temporary facilities (including layouts and details, equipment and material storage area onsite and offsite), and access and haul routes, avenues of ingress/egress to the fenced area and details of the fence installation.

3.3.1.2 Once the schedule is approved, do not deviate from the sequence without prior written approval.

3.4 Construction Considerations

3.4.1 Use of the Premises:

3.4.1.1 The Contractor’s use of the site, utility availability, and temporary facilities are described below.

3.4.1.2 Work Schedule: The Contractor shall schedule the work between the hours of 7:00 a.m. and 7:00 p.m., seven (7) days per week except Federal Holidays.

a. Permission to perform any work outside of these hours must be in writing and submitted five (5) calendar days in advance for approval by the Contracting Officer. Night work may be granted upon request.

b. The Government may or may not grant such permission at its discretion.

3.4.1.3 Work may be required to be performed on weekends if it is determined by the Contracting Officer that work will be disruptive to any facility operations. The Government will occupy areas adjacent to the work site during construction. Contractor shall schedule and perform the work so as not to interfere with the Government’s operations. The Contractor shall cooperate fully with the Government during construction operations to minimize conflicts and to facilitate Government usage.

3.4.1.4 The Contractor will not be permitted to use existing toilet and wash facilities. The contractor shall provide his own toilet and wash facilities if desired.

3.4.1.5 Water, gas, and electricity will NOT be furnished to the Contractor by the Government.

3.4.1.7 Contractor Personal Vehicle Parking: The contractor may use a limited number of parking spaces in the existing lots for the contractor’s employee parking of personal vehicles. The Contractor shall coordinate with the Government on the exact number of available spaces and shall make provisions to transport employees to the site should inadequately parking spaces be available on site. Parking in these areas is available on a first-come first served basis. Additional parking spaces may be available in the visitor’s parking lot for personal vehicles. Parking will be coordinated with the COR and Lockmaster during the pre-bid site visit.

3.4.2 Project Site:

3.4.2.1 Contractor shall maintain a neat and orderly workplace with clear

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3.4.2.2 Protection and Maintenance of Traffic: Prior to commencement of demolition and construction, the Contractor shall coordinate daily access and egress from the area of construction with the Contracting Officer, both vehicle and pedestrian. The Contractor shall confine construction personnel and equipment travel and operations to the area of work. The Contractor shall request approval for the limits of construction from the Government and show on the construction plans. The contractor shall coordinate access ways for personnel and equipment with the contracting officer.

3.4.3 Storage of Materials:

3.4.3.1 The Contractor shall be responsible for the storage and safekeeping of all material to be incorporated into the work. The Contractor shall be responsible for all aspects of safety and security within the storage area.

3.4.3.2 Security: Security requirements shall be observed at all times. The Contractor shall be responsible for maintaining satisfactory standards of employee competency, conduct, appearance, and integrity.

3.4.3.3 Construction operations shall be strictly confined to the designated area of Work.

3.4.3.4 The Contractor shall be responsible for the security of their own equipment.

3.4.5 Protection of Personnel and Government Property:

3.4.5.1 Contractor shall comply with all applicable Federal, State, and Local safety codes, regulations, and requirements.

3.4.5.2 The Installation Safety Officer or his representative will attend preconstruction conferences to brief contractors on pertinent safety regulations and to provide guidance for safe operations during contract performance. Local safety guidance will be furnished to the Contractor for briefing their personnel.

3.4.5.3 The Contractor shall provide, no later than ten days after receiving Notice of Award, four (4) copies of their written safety program to the Contracting Officer for review. No construction shall commence until the Contractor’s Safety Program has been reviewed and accepted by the Contracting Officer.

3.4.5.4 It is the Contractor’s responsibility to maintain a secure construction site to prevent access to the work area by unauthorized personnel.

3.4.5.5 Safety posters, “hard hat area” posters, “authorized personnel only” posters, and any other notifications required by law shall be posted and maintained in sufficient quantity to be conspicuous on the job site.

3.4.5.6 The contractor shall protect all government property in adjacent areas from damages during the construction project. In the event of damages of any nature caused by this work due to improper protection, precaution, or safety measures, such damages shall be repaired by the Contractor at no cost to the Government. In the event the Contractor does not satisfactorily repair or replace such damage caused by the work of this contract, the Government will make the necessary corrections and the Contractor shall reimburse the Government

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Document 01 20.00 06 Page 7 for inconveniences, labor, and materials.

3.4.6 Site Fire Protection:

3.4.6.1 Site fire protection shall conform to NFPA 241 and EM 385-1-1.

3.4.6.2 Fire extinguisher equipment shall be provided in storage areas according to the hazard present.

3.4.6.3 Fire extinguishers listed or approved by a nationally recognized testing laboratory shall be used.

3.4.6.4 Provide temporary fire protection equipment for the protection of personnel and property during construction. Remove debris and flammable materials daily to minimize potential hazards.

3.4.7 Waste Disposal:

3.4.7.1 The Contractor is required to maintain a clean project site free of accumulating debris. Demolition debris and other construction waste shall be promptly disposed of at the end of each workday in proper waste containers maintained on the project site by the Contractor.

3.4.7.2 Environmentally hazardous or other construction debris with special disposal requirements shall be stored on the site and disposed of offsite in a proper lawful manner.

3.4.7.3 All debris shall be removed from the site on a regular basis. Waste shall not be allowed to accumulate.

3.4.7.4 Construction waste and debris maintained on-site prior to off- site disposal shall be controlled in a manner to eliminate any potential health or safety hazards.

3.4.7.5 Burning of waste or any other material on-site is strictly prohibited.

--End of Section--

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SECTION 02 41 00

DECONSTRUCTION

08/22

PART 1 GENERAL

1.1 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.

AIR-CONDITIONING, HEATING AND REFRIGERATION INSTITUTE (AHRI)

AHRI Guideline K (2009) Guideline for Containers for

Recovered Non-Flammable Fluorocarbon

Refrigerants

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

(AASHTO)

AASHTO M 145 (1991; R 2012) Standard Specification for

Classification of Soils and Soil-Aggregate

Mixtures for Highway Construction Purposes

AASHTO T 180 (2017) Standard Method of Test for

Moisture-Density Relations of Soils Using a 4.54-kg (10-lb) Rammer and a 457-mm

(18-in.) Drop

AMERICAN SOCIETY OF SAFETY PROFESSIONALS (ASSP)

ASSP A10.6 (2006) Safety & Health Program

Requirements for Demolition Operations -

American National Standard for

Construction and Demolition Operations

ASTM INTERNATIONAL (ASTM)

ASTM D2487 (2017; E 2020) Standard Practice for

Classification of Soils for Engineering

Purposes (Unified Soil Classification

System)

CARPET AND RUG INSTITUTE (CRI)

CRI 104 (2015) Carpet Installation Standard for

Commercial Carpet

CRI 105 (2015) Carpet Installation Standard for

Residential Carpet

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2024) Safety -- Safety and Health

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Requirements Manual

U.S. DEFENSE LOGISTICS AGENCY (DLA)

DLA 4145.25 (Jun 2000; Reaffirmed Oct 2010) Storage and Handling of Liquefied and Gaseous

Compressed Gases and Their Full and Empty

Cylinders;

https://www.dla.mil/Portals/104/Documents/DispositionServices

/ddsr/docs/cylinderjointpub.pdf

U.S. DEPARTMENT OF DEFENSE (DOD)

DOD 4000.25-1-M (2006) MILSTRIP - Military Standard

Requisitioning and Issue Procedures

MIL-STD-129 (2014; Rev R; Change 1 2018; Change 2

2019; Change 3 2023) Military Marking for

Shipment and Storage

U.S. FEDERAL AVIATION ADMINISTRATION (FAA)

FAA AC 70/7460-1 (2016; Rev L; Change 2) Obstruction

Marking and Lighting

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

40 CFR 61 National Emission Standards for Hazardous

Air Pollutants

40 CFR 82 Protection of Stratospheric Ozone

49 CFR 173.301 Shipment of Compressed Gases in Cylinders and Spherical Pressure Vessels

1.2 PROJECT DESCRIPTION

1.2.1 Definitions

1.2.1.1 Demolition

Demolition is the process of tearing apart and removing any feature of a facility together with any related handling and disposal operations.

1.2.1.2 Deconstruction

Deconstruction is the process of taking apart a facility with the primary goal of preserving the value of all useful building materials.

1.2.1.3 Demolition Plan

Demolition Plan is the planned steps and processes for managing demolition activities and identifying the required sequencing activities and disposal mechanisms.

1.2.1.4 Deconstruction Plan

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Deconstruction Plan is the planned steps and processes for dismantling all or portions of a structure or assembly, to include managing sequencing activities, storage, re-installation activities, salvage and disposal mechanisms.

1.2.2 Demolition/Deconstruction Plan

Prepare a Deconstruction Plan and submit proposed deconstruction and removal procedures for approval before work is started. Include in the plan procedures for careful removal and disposition of materials specified to be salvaged, coordination with other work in progress. Provide procedures for safe conduct of the work in accordance with EM 385-1-1.

Plan must be approved by Structural PE prior to work beginning.

1.2.3 General Requirements

Do not begin deconstruction until authorization is received from the

Contracting Officer. The work includes deconstruction, salvage of identified items and materials, and removal of resulting rubbish and debris. Remove rubbish and debris from Government property daily, unless otherwise directed. Store materials that cannot be removed daily in areas specified by the Contracting Officer. In the interest of occupational safety and health, perform the work in accordance with EM 385-1-1, Section

23, Demolition, and other applicable Sections.

1.3 ITEMS TO REMAIN IN PLACE

Comply with FAR 52.236-9 to protect existing vegetation, structures, equipment, utilities, and improvements. Coordinate the work of this section with all other work indicated. Construct and maintain shoring, bracing, and supports as required. Ensure that structural elements are not overloaded. Increase structural supports or add new supports as may be required as a result of any cutting, removal, deconstruction, or demolition work performed under this contract. Do not overload structural elements.

Provide new supports and reinforcement for existing construction weakened by demolition, deconstruction, or removal work. Repairs, reinforcement, or structural replacement require approval by the Contracting Officer prior to performing such work.

1.3.1 Existing Construction Limits and Protection

Do not disturb existing construction beyond the extent indicated or necessary for installation of new construction. Provide temporary shoring and bracing for support of building components to prevent settlement or other movement. Provide protective measures to control accumulation and migration of dust and dirt in all work areas. Remove dust, dirt, and debris from work areas daily.

1.3.2 Weather Protection

For portions of the building to remain, protect building interior and materials and equipment from the weather at all times. Where removal of existing roofing is necessary to accomplish work, have materials and workmen ready to provide adequate and temporary covering of exposed areas.

1.3.3 Trees

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Protect trees within the project site which might be damaged during demolition or deconstruction, and which are indicated to be left in place, by a 6 foot high fence. Erect and secure fence a minimum of 5 feet from the trunk of individual trees or follow the outer perimeter of branches or clumps of trees. Replace any tree designated to remain that is damaged during the work under this contract with like-kind or as approved by the

Contracting Officer.

1.3.4 Utility Service

Maintain existing utilities indicated to stay in service and protect against damage during demolition and deconstruction operations. Prior to start of work, utilities serving each area of alteration or removal will be shut off by the utility provider and disconnected and sealed by the

Contractor. The utility provider will disconnect and seal utilities serving each area of alteration or removal upon written request from the Contractor.

1.3.5 Facilities

Protect electrical and mechanical services and utilities. Where removal of existing utilities and pavement is specified or indicated, provide approved barricades, temporary covering of exposed areas, and temporary services or connections for electrical and mechanical utilities. Floors, roofs, walls, columns, pilasters, and other structural components that are designed and constructed to stand without lateral support or shoring, and are determined to be in stable condition, must remain standing without additional bracing, shoring, or lateral support until demolished or deconstructed, unless directed otherwise by the Contracting Officer.