W912QR22Q0005 0001.pdf

W22W9K12256951

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 solicitation W912QR22Q0005 to remove and overhaul the Manitow oc/ Manitex 2892A boom assembly at Smithland Locks and Dam is hereby amended as follows:

a. The Statement of Work and specs/drawings has hereby been revised and replaced in it's entirety.

b. The wage rates KY20210061 dated 7 January 2022 has been updated.

c. Clause 252.223-7999 (Dev) has been removed.

d. Submissions of quote has hereby been extended from 30 November 2021 to 11 February 2022, 12:00pm Eastern Time.

e. All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

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 W912QR22Q0005

X 9B. DATED (SEE ITEM 11)

16-Nov-2021

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

28-Jan-2022

CODE

U. S. ARMY ENGINEER DISTRICT, LOUISVILLE

600 DR. MARTIN LUTHER KING, JR. PLACE

ROOM 821

LOUISVILLE KY 40202-2239

W912QR 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912QR22Q0005

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

The following have been modified:

SPECIAL INSTRUCTIONS

Contractor shall remove and overhaul the Manitowoc / Manitex 2892S boom assembly at Smithland Locks and Dam in accordance with the attached scope of work.

The contractor’s work and responsibility will include furnishing all labor, materials, supplies, tools and, equipment necessary to assure that all work is conducted in accordance with the contract requirements and all applicable Federal, State and Local laws and regulations. All work will be performed in strict compliance with the attached specifications and all other terms and conditions incorporated herein. Work will shall begin with in 15 calendar days of the Notice to Proceed (NTP) being issued and must conclude 180 calendar days after date of NTP.

Location:

United States Corps of Engineers Smithland Locks and Dam 1401 Smithland Dam Road Brookport, IL 62910

This procurement is 100% set-aside for Small Business, NAICS 811310, Size Standard $8,000,000.

Method of Payment under this contract will be Electronic Funds Transfer (EFT) to a commercial bank account specified by the Contractor.

Note: The contract award will be based on lowest price to the Government. Contractors are encouraged to attend a site visit to review the complexities of the work site, verify existing conditions, and exact measurements.

A site visit is strongly recommended, please reach out to Bryan Whitler at (502) 315-6798 to schedule a site visit.

Quotes are due 11 February 2022, 12:00PM Eastern Time. Fax submittals will not be accepted. Electronic submittals may be emailed to Marcie Billotto at marcie.billotto@usace.army.mil.

All contractors must be registered in the System for Award Management (www.SAM.gov) prior to submission of proposal. All proposed contractors are highly encouraged to review FAR Clause 52.232-33 Payments by Electronic Funds Transfer – System for Award Management, which indicates “All payments by the Government under this contract shall be made by electronic funds transfer (EFT).” Those not currently registered can obtain registration by going to the website http://www.SAM.gov. The process can usually be completed from 24 to 48 hours after submission. Contractors will need to obtain a Unique Entity Identifier (formerly DUNS number) for processing their registration. If you do not already have a Unique Entity Identifier, one can be obtained from http://www.SAM.gov.

Refer to www.SAM.gov for information formerly found in CCR, EPLS, ORCA and FedReg.

Please begin the registration process immediately in order to avoid delay of the contract award should your firm be selected.

ALERT: You must submit a notarized letter appointing the authorized Entity Administrator before your registration will be activated. This requirement now applies to both new and existing entities. Effective 29 April 2018, the notarized letter process is now mandatory on all CURRENT registrants at SAM who have a requirement to update data on their SAM record. The notarized letter is mandatory and is required before the GSA Federal Service Desk (FSD) will activate the entity's registration.

Effective 29 June 2018, vendors creating or updating their registration can have their registration activated prior to the approval of the required notarized letter. However, the signed copy of the notarized letter must be sent to the GSA Federal Service Desk (FSD) within 30 days of activation or the vendor risks no longer being active in SAM.

Vendors can check whether an account is active by performing a query by their CAGE or Unique Entity Identifier (formerly known as DUNS). The new registration process may now take several weeks, so vendors are highly encouraged to begin registering as soon as possible to avoid any possible delays in future contract awards.

Remember, there is no cost to use SAM.

To find out additional information about the changes of the SAM registration process, contractors should visit the Frequently Asked Questions (FAQ) link located at the top of the SAM homepage (www.sam.gov).

Ohio River Smithland Locks & Dam Piggyback Crane Rehab

Price Breakout Schedule

No

ITEM DESCRIPTION QUANTITY Unit Unit Cost Cost

0001 Remove and Overhaul

Manitowoc/Manitex 2892S Boom Assembly

1 Job

Total

Ohio River Smithland Locks & Dam Piggyback Crane Rehab

1. GENERAL

The contractor shall furnish all personnel, equipment, and materials necessary to remove, rehabilitate, and reinstall the Manitowoc / Manitex 2892S (circa 1999) truck crane boom on the service bridge at Smithland Locks and Dam, located at 1401 Smithland Dam Road, Brookport, IL 62910. The rehabilitation will consist of replacing all major wear parts of the boom including, telescoping wear pads, crowd wires, shims, and overhauling the hydraulic cylinder(s) (boom extension and boom lift), bushings and seals, hydraulic hoses and fittings, hydraulic fluid and filters. See Manitex TD10001-A of 20 Aug 2014 (suggested service intervals for Manitex Booms) for further guidance (see attached references). If the Contractor recommends additional replacements, the Contractor shall notify the technical representative for approval. All additional replacement components shall be included in the bid price. All work is to be completed in accordance with these specifications, referenced drawings, industry standards and all applicable codes, regulations, and ordinances.

The Contractor may choose to remove the boom by picking from the land wall esplanade (see reference photos) or picking from a floating crane inside the land wall lock chamber. All picks over the lock chamber must be coordinated through the Lockmaster before work begins. The project manager will submit a notice to navigation for a temporary lock closure.

High/Low Pool. The design upper pool is 344.0. The design lower pool is 324.0. Design elevations may differ depending on recent rainfall patterns.

Service Bridge and other Critical Lift Dimensions. The land wall is at EL 344.0. The service bridge is at EL

400.75. The piggyback crane boom sits at EL 425 (approx.). When the bulkhead hoist assembly is moved closest to the land wall, the centerline of the piggyback crane’s boom will be approx. 50-60 feet from the edge of the pier. The Contractor shall verify all measurements before sizing the crane for the appropriate radius and lift capacity. See reference drawings for more details.

Work Schedule/Restrictions. Normal working hours will be Monday through Friday, 7:30 a.m. to 4:00 p.m.

Eastern Standard Time. Work inside Government buildings or other secured areas will be performed during the above referenced work hours. Work that interferes with other ongoing functions at the project will be scheduled around normal working hours, as specified by the Project Manager.

Responsibilities and Additional Instructions

1. If any replacement components within the boom are not purchased from the OEM, the technical POC must approve. A proof of purchase must be provided for all OEM components. Basic hardware, hydraulic fittings and hoses, filters and oil can be purchased from local sources. Proof of purchase of all parts will be submitted to the GDA with final report.

2. The chosen crane (land or floating) must have the capacity and reach to safely handle the boom assembly.

Estimated boom assembly weight is 8,100 pounds. See reference drawings for known elevations.

3. The Contractor shall pay to repair any damage to pavement or yard from crane work.

4. The Contractor shall contact the Lockmaster 14 days before scheduled start so the lock may prepare the dam and stage the crane.

5. If the Contractor chooses to complete the boom rehab onsite, the Lockmaster may grant the Contractor space to complete the work, so long as the Contractor does not hinder lock operations. The Contractor is responsible for providing necessary cribbing and equipment to move materials onsite.

6. If the Contractor chooses to complete the boom rehab offsite, the contractor is responsible for all shipping.

7. The Contractor shall provide their own yard crane, forklift or tele-handler of sufficient capacity to assist in dismantling / reassembly.

8. The Contractor shall provide all necessary caps and plugs to properly seal the hydraulic system while the boom assembly / hydraulic cylinders are disconnected.

9. The Contractor shall establish containment for hydraulic fluid on the crane trolley before disconnecting hydraulic hoses.

10. The Contractor shall remove and dispose of used oil as per local regulations. The Contractor shall also dispose of all replaced parts and any debris generated from the work.

11. Once reinstalled, the Contractor shall operate and test all functions of the crane, complete final adjustments of the crowd wires as needed, adjust LMI transducers and return crane to operational status.

12. The Contractor shall perform a load test per manufactures specifications to recertify the crane and provide certificate of compliance and report of all parts replaced.

13. The contractor shall stop work and notify the TPOC if any parts not covered under the above specs need replacing. The TPOC will approve work prior to the contractor replacing affected parts.

14. Any requests for use of lock equipment must be directed to and approved by the Project Manager.

Direct requests to other USACE personnel are not permitted.

15. Existing break areas, offices, latrines, and showers are not available for contractor use. The contractor is advised to bring portable restrooms and a break room.

16. Parking of vehicles is to be coordinated with the lockmaster during pre-construction conference.

17. All deliveries will be coordinated with the lockmaster at least 48 hours in advance.

Technical POC:

Wayne Wilkinson U.S. Army Corps of Engineers Louisville District LHE Program Manager PO Box 59 Louisville, KY 40201-0059 (502)315-6798

Project Manager:

Matthew Brown U.S. Army Corps of Engineers Louisville District Project Engineer Louisville, KY 40201-0059 Matthew.R.Brown2@usace.army.mil

2. PRE-PROPOSAL SITE VISITS

It’s highly recommended that Contractors visit the site to ensure a complete understanding of the project requirements. The Contractor should evaluate all existing site conditions prior to submitting a proposal. Site visits must be requested through the Project Manager listed above and/or the lockmaster, Kelly Winders.

3. COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

The Contractor shall –

(1) be required to (a) commence work under this contract within 15 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 180 days after receiving the Notice to Proceed.

(3) attend a pre-work construction meeting between the Contractor, the Contracting Officer Representative (COR), and the Project Manager (PM) prior to the start of work.

4. CONTRACT DRAWINGS & SPECIFICATIONS

(a) The Government will provide to the Contractor, without charge, one set of contract drawings and specifications, except publications incorporated into the technical provisions by reference, in electronic or paper media as chosen by the Contracting Officer.

(b) The Contractor shall -

(1) Check all drawings furnished immediately upon receipt;

(2) Compare all drawings and verify the figures before laying out the work;

(3) Promptly notify the Contracting Officer of any discrepancies;

(4) Be responsible for any errors that might have been avoided by complying with this paragraph (b); and

(5) Reproduce and print contract drawings and specifications as needed.

(c) In general -

(1) Large-scale drawings shall govern small-scale drawings; and

(2) The Contractor shall follow figures marked on drawings in preference to scale measurements.

(d) Omissions from the drawings or specifications or the misdescription of details of work that are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.

(e) The work shall conform to the specifications and the contract drawings identified on the following index of drawings:

Sheet Title and Description

D-39637

Piggyback Crane Trolley Assembly

OS-200.1/201.2 Service Bridge Piers - Plan & Elevation

OS-200.1/201.3

OS-370.2/9.1

OS-380.2/2.2

6000578-004 6000578-004 6000578-004 6000578-004

Service Bridge Piers - Pier “A” Plan, Elevations, & Sections

Emergency Bulkhead Hoist & Crane – Plan & Elevation

Lock Service Bridge Plan & Elevation

Manitowoc Boom Assembly Materials Manitowoc Boom Assembly – Sub-Assembly A & B Manitowoc Boom Assembly – Sub-Assembly C Manitowoc Boom Assembly – Sub-Assembly D

6000578-004

X-001 X-002 X-003

Manitowoc Boom Assembly – Sub-Assembly E

Manitex Booms Service Intervals - TD10001 Photographs of Piggyback Crane Overhead Site Photo

5. OPERATIONAL AND SECURITY REQUIREMENTS

1. AT Level I Training. All contractor employees, to include subcontractor employees, requiring access to

Army installations, facilities, controlled access areas, or require network access, shall complete AT Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. Upon request, the contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee, to the COR or to the contracting officer (if a COR is not assigned), within 5 calendar days after completion of training by all employees and subcontractor personnel. AT Level I awareness training is available at the following website: http://jko.jten.mil/courses/atl1/launch.html ; or it can be provided by the RA ATO in presentation form which will be documented via memorandum.

2. Access and General Protection/Security Policy and Procedures. All contractor and all associated sub-contractors’ employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor shall also provide all information required for background checks to meet installation/facility access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any installation or facility change, the Government may require changes in contractor security matters or processes.

2b. Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05 / AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative, as NCIC and TSDB are available), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

3. Suspicious Activity Reporting Training (e.g. iWatch, Copwatch, or See Something, Say Something). The contractor and all associated sub-contractors shall receive a brief/training (provided by the RA) on the local suspicious activity reporting program. This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the project manager, security representative or law enforcement entity. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 5 calendar days after the completion of the training.

4. For Contracts that Require OPSEC Training. Per AR 530-1, (Operations Security) contractor employees must complete Level I OPSEC Training within 30 calendar days of contract award. All new contractor employees will complete Level I OPSEC Training within 30 calendar days of their reporting for duty. Additionally, all contractor employees must complete annual OPSEC awareness training. The contractor shall submit certificates of completion for each affected contractor and subcontractor employee, to the COR or to the contracting officer (if a COR is not assigned), within 5 calendar days after completion of training. OPSEC awareness training is available at the following websites: https://www.iad.gov/ioss/ or http://www.cdse.edu/catalog/operations-security.html ;or it can be provided by the RA OPSEC Officer in presentation form which will be documented via memorandum.

5. Will be escorted in areas where they may be exposed to classified and/or sensitive materials and/or sensitive or restricted areas. The contractor will coordinate with the COR and/or the facility security office for access when required. (Use when security clearances are not required, i.e. facility repair or construction). All contract employees, including subcontractor employees who are not in possession of the appropriate security clearance or access privileges, will be escorted in areas where they may be exposed to classified and/or sensitive materials and/or sensitive or restricted areas.

6. Pre-screen candidates using E-Verify Program. The Contractor must pre-screen Candidates using the E-verify Program (http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible Candidates must be provided to the COR no later than 3 business days after the initial contract award." *When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, with the designated Government representative.

This Form will be provided to the Contracting Officer and shall become part of the official contract file.

6. SUBMITTALS

(a) Prework submittals. The Contractor shall submit the following before work begins:

(1) Construction schedule. The USACE will ensure the Henry M. Shreve will be available for the duration of the construction schedule.

(2) Site layout plan, showing locations of equipment during each phase.

(3) Critical lift plan of boom.

(b) Certifications. The Contractor shall submit the following before work begins:

(1) Crane Certificate of Compliance

(2) Crane Annual Inspection

(3) Crane Operator Certification

(4) Crane Operator Letter of Designation

(5) Crane Operator Qualification/Examination

(6) Crane Load Test

(7) Rigging Personnel Qualifications

(8) Rigging Personnel Certification

(9) Rigging Personnel Letter of Designation

(10) Signal Person Qualifications

(11) Signal Person Letter of Designation

7. CONSTRUCTION QUALITY CONTROL MANAGER (CQC MANAGER)

The contractor shall identify as CQC manager, an individual within the onsite work organization who shall be responsible for overall management of CQC and have the authority to act in all CQC matters for the contractor. The

CQC manager shall be competent in construction with a minimum of 5 years in related quality management. The CQC manager shall be employed by the prime contractor and on site at all times during construction. Alternate(s) for the CQC manager shall be identified to serve in the event of the CQC manager's absence. The requirements for the alternates shall be the same as for the designated CQC manager.

8. SITE SAFETY AND HEALTH OFFICER (SSHO)

The SSHO must meet the requirements of EM 385-1-1 section 1 and ensure that the requirements of 29 CFR

1926.16 are met for the project. Provide a safety oversight team that includes a minimum of one (1) person to function as the site safety and health officer (SSHO). The SSHO or an equally qualified contractor's safety program and government-accepted accident prevention plan. The SSHO’s training, experience, and qualifications shall be as required by EM 385-1-1 paragraph 01.a.17, entitled site safety and Health officer (SSHO), and all associated sub-paragraphs.

A competent person shall be provided for all of the hazards identified in the contractor's safety and health program in accordance with the accepted accident prevention plan and shall be on-site at all times when the work that represents the hazards associated with their professional expertise is being performed. The designated representative/alternate shall always be at the work site to implement and administer the accident prevention plan requirements. The experience, and qualifications shall be as required by EM 385-1-1 paragraph 01.a.17, entitled site safety and health officer (SSHO), and all associated sub-paragraphs. Provide the credentials of the competent person(s) to the contracting officer for acceptance in consultation with the safety office.

The contractor quality control person can be the SSHO on this report.

9. AVAILABILITY AND USE OF UTILITY SERVICES

The government will not furnish utilities on site. The Contractor shall provide mobile power generation for all equipment.

10. LIQUIDATED DAMAGES – CONSTRUCTION

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $1,000 for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor’s right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

11. TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER ER 415-1-15

This provision specifies the procedure for the determination of the time extensions for unusually severe weather in accordance with the contract clause entitled "Default (Fixed Price Construction)" FAR 52.249-10 in section 00700 of the base contract.

The weather experienced at the project site during the contract period must be found to be unusually severe. That is, more severe than the adverse weather anticipated for the project location during any given month. When unusually severe weather is encountered and extension based on weather conditions must be submitted to the contracting officer to award a time extension under this clause, the following weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the contractor.

The following schedule of the monthly anticipated adverse weather delay is based on the national oceanic and atmospheric administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The contractor's progress schedule must reflect these anticipated adverse weather delays in all-weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORKDAYS BASED ON (5) DAY WORK WEEKS

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

5 4 6 6 6 5 6 4 4 4 4 6

Upon acknowledgment of the notice to proceed (NTP) and continuing throughout the contract, the contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work.

Actual or more of the contractor's scheduled workday. The number of actual adverse weather delay days must prevent work on critical activities for 50 percent weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated, listed above, the contracting officer will convert any qualifying delay days, and issue a modification in accordance with the contract clause entitled to calendar days, giving full consideration for equivalent fair weather work "payments under fixed price construction contracts".

12. SAFETY

The Contractor shall complete all work in accordance with the most current U.S. Army Corps of Engineers Safety and Health Requirements Manual, EM 385-1-1, in addition to the current provisions of the Occupational Safety and Health Act, and all applicable Federal, State and local laws, codes and regulations. The Contractor shall submit a safety plan in writing prior to any on-site work. The safety plan may be turned in by the time of the pre-work conference.

Personal Protective Equipment (PPE) and Apparel. Protective apparel and equipment, as identified in the AHA, shall be provided to eliminate or minimize safety hazards to personnel. As a minimum, each employee shall wear a sleeved shirt, long trousers, and safety-toe shoes or boots during all contract work. Hard hats, face shields, safety glasses with side shields, or goggles, and hearing protection shall be worn by employees when required by the Safety Manual. Fire extinguisher(s) and first aid kit(s) meeting the Safety Manual standards shall also be provided and easily accessible to all employees.

http://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_385-1-1.pdf

13. ACCIDENT REPORTING

The Contractor shall maintain accurate accident records and report all accidents as prescribed by the COR.

Accidents shall be reported within twenty-four (24) hours of occurrence (not including weekends and holidays), and all serious accidents (those resulting in death or injury requiring medical attention or lost time) shall be reported immediately.

14. DAMAGE REPORTS

In all instances where Government property, equipment, natural features, landscape, or trees are damaged by contract employees, an immediate notification shall be made to the COR. A full report of the incident and extent of such damage shall be submitted to the COR within two (2) working days of occurrence, excluding weekends and holidays.

15. CONTRACT EMPLOYEES

All contract employees shall conduct themselves in a professional manner at all times. Contract employees shall comply with all provisions of Title 36, Chapter III, Part 327, CFR and obey all posted signs and regulations in the performance of work under this contract. Being under the influence of or consuming alcoholic beverages or any controlled substances by the Contractor or employees while on duty is prohibited.

16. PAYMENT PROCEDURE AND ADDITIONAL WORK

At no time should the Contractor perform additional work outside the scope of this contract without the prior authorization of the Contracting Officer, and no work shall be performed that will cause the Contractor to exceed the Contract Price. Work performed without a binding contract document authorizing such work shall result in the Contractor not being paid for that work performed. Throughout the duration the Contract, any additional work determined to be needed may be requested by the Lockmaster or the Contracting Officer for a Contract Modification. Each interested Contractor should examine the contract drawings, participate in pre-proposal site visit and assume the responsibility for quantities, materials, critical dimensions, and work conditions used in order to calculate a proposal.

17. WAGE RATES

The U.S. Department of Labor (DOL) wage rates apply to this work and are included. The Contractor is required to provide payroll documentation for all work performed under this Contract.

Potential Laydown

Area Esplanade for Land

Crane

Service Bridge Hoist Assembly Can

Move Here to Pick from Land Wall

Smithland Overhead Site

Figure 1. Front view of piggyback crane and trolley on service bridge.

Existing Crane Photos

Figure 2. Load line drum on rear of piggyback crane.

Figure 3. Cylinder pins must be connected to remove boom.

Figure 4. Crane pedestal. Upper pin must be removed before removing boom.

Figure 5. View of all three pins and boom to be removed and rehabbed.

Figure 6.

Figure 7.

Figure 8. Pier “A” of service bridge.

Figure 9. Service bridge spanning lock chamber.

Service Bridge Plan & Elevation

Emergency Bulkhead Hoist & Crane- Plan & Elevation

Smithland Piggyback Hoist & Crane

Smithland Service Bridge Piers Plan & Elevations

TechDoc

Manitex Inc. 3000 S. Austin Ave Georgetown, TX 78626 www.manitex.com ph: 512-942-3000

Subject: Service Intervals – Manitex Booms Date: 1/30/2006 Model/Series: All Manitex Booms Trucks and Aerial Cranes No.: TD10001

This document exists to help clarify suggested service intervals for Manitex Booms. Manitex does not have an official position regarding how often a boom assembly should be completely disassembled specifically for inspection purposes. The following are excerpts taken from the maintenance section of a typical Manitex Crane Owner Manual. The majority of these are general crane maintenance task that also apply to the boom and boom components.

CRANE SERVICE INTERVALS (Boom Related)

DAILY CHECKS

1. Perform the daily lube services.

2. Clean all debris and dirt from the crane.

3. Check for fluid and air leaks.

4. Verify all guards, covers, and platforms are securely in place.

5. Inspect the crane for signs of damage.

6. Inspect the wire rope for signs of wear and damage.

7. Check the wire rope for proper spooling on the winch drum and reeving through all sheaves.

Check that all sheaves turn freely.

8. Make sure the load line is properly fastened to the load block or the overhaul ball.

9. Check the load block or the overhaul ball whichever is being used, for loose or missing nuts, screws, and cotter pins.

10. Check all slings and other loose gear to be used to make lifts are safe for operation.

11. Inspect the hook latch for proper operation.

12. Check for proper operation of each crane function in response to control lever movements.

Note: All crane controls, when set to Off or returned to the Neutral position, must bring the crane function to a complete stop and maintain its position.

TechDoc: TD10001

WEEKLY

1. Perform the daily and weekly lube services.

2. Perform the daily inspection checks.

3. Check for missing bolts, pins, keeper plates, retaining rings, and cotter pins.

4. Check the winch drum and all sheaves for excessive wear, cracks or other damage.

5. Check the boom angle indicators and readout on the LMI, if equipped, for accuracy over the full range of boom elevation.

MONTHLY

1. Perform the daily, weekly and monthly lube services.

2. Perform the daily and weekly maintenance checks.

3. Check the boom and all structural components of the crane for deformed, cracked or corroded members. Pay close attention to all welds.

4. Clean, prime and paint any rusted surfaces.

5. Thoroughly inspect the wire rope for damage (loadline).

6. Check that the hook and hook housing on the load block and the swivel on the overhaul ball rotate freely without excessive play. Faulty operation indicates faulty bearings or inadequate lubrication.

7. Check the load block or the overhaul ball for signs of overloading; spread side plates, elongated holes, bent or elongated tie bolts, and cracks.

8. Check the gap between the shank and the barrel of the swivel on the overhaul ball. The gap must not exceed 1/16-inch.

9. Carefully check the hook on the load block or the overhaul ball for signs of distortion or cracks.

10. Check the hydraulic cylinders for the following.

a. Drift caused by internal leakage.

b. Rod seal leakage.

c. Leaks at welded joints (where accessible).

d. Scored, nicked or dented cylinder rods (where accessible).

e. Dented case (where accessible).

f. Loose or deformed rod eyes or connecting joints (where accessible).

SEMI-ANNUAL

1. Perform the daily, weekly, monthly and semiannual lube services.

2. Perform the daily, weekly, and monthly maintenance checks.

3. Tighten all fasteners on the crane. Tighten those fasteners that require torquing to the specified value, including slewing ring bolts.

4. Check the adjustment of the crowd rope system in the boom.

5. Check the boom slider pads for wear and proper adjustment.

6. Check relief valve settings for all crane functions, refer to Hydraulic Schematic.

ANNUAL

1. Perform all lube services.

2. Perform the daily, weekly, monthly and semiannual maintenance checks.

3. Check each hook for cracks using a nondestructive test.

INSPECTION INTERVALS

The intervals given are provided as a guide only. Follow these intervals until adequate experience is gained to establish intervals that meet your operating conditions.

Any increase or decrease in the intervals should be preceded by a complete analysis of crane performance. Carefully study previous maintenance and repair records before making any changes in the intervals.

REPAIRS

Any hazardous or abnormal conditions found while making the maintenance checks must be corrected before the crane is placed back into service. All adjustments and repairs must be made by authorized personnel only.

WIRE ROPE MAINTENANCE

LUBRICATION

New wire rope is lubricated during manufacturing, but this lubrication is only adequate for initial storage and the early stages of operation. To prevent the damaging effects of corrosion and to reduce wear, the wire rope must be lubricated at regular intervals.

The lubrication interval and the type of lubricant to be used depend on the type of wire rope, the severity of duty, and the type of corrosive elements the wire rope is subjected to; therefore, contact the nearest wire rope dealer for lubrication recommendations.

The wire rope must be properly protected at all times; therefore, the gaps between the strands and wires must be filled with lubricant to provide a complete seal. Use one of the methods shown in Figure 3-1 (in the crane operator’s manual) to lubricate the wire rope. For maximum penetration, the lubricant should be applied where the wire rope "opens up" as it travels around a sheave or winds onto the drum.

The wire rope must be clean and dry before applying the lubricant; an air jet, steam, and a wire brush are some cleaning methods.

INSPECTION

How Often It is impossible to predict when a wire rope will break; however, regular careful inspection will indicate when the potential for breakage exists.

The wire rope shall be visually inspected by a qualified person for obvious signs of gross damage once each work shift.

The entire length of wire rope shall be thoroughly and carefully inspected by a qualified person once each month. This interval also applies to any rope being placed into service which has been idle for one month or longer.

A dated and signed report of the wire rope's condition at each inspection interval shall be kept on file at all times. The data on these reports can then be used to determine when the wire rope needs to be replaced.

When inspecting the wire rope, pay particular attention to the condition of the wire rope in the following areas:

1. PICK-UP POINTS - sections of wire rope that are repeatedly stressed during each lift, such as those sections in contact with sheaves.

2. END ATTACHMENTS - the point where a fitting is attached to the wire rope, or the point where the wire rope is attached to the drum.

3. ABUSE POINTS - points where the wire rope is subjected to abnormal scuffing and scraping.

Replacement No precise rules can be given for determining when to replace a wire rope. Wire rope replacement depends upon the good judgment of the qualified person making the inspection and upon comparison of the data recorded on previous inspection reports. Any deterioration resulting in an appreciable loss of wire rope strength, such as listed below, shall be sufficient cause for removing the wire rope from service:

1. Six randomly distributed broken outer wires in one rope lay length or three broken outside wires in one strand of one rope lay length.

2. One broken outside wire at the point the wire contacts the core. The broken wire will have worked its way out of the rope structure and either protrude or loop out from the rope structure. Additional inspection of this area of the wire rope is required to determine if there is core damage.

3. Wear of one-third the original diameter of outside wires.

4. Kinking, crushing, bird-caging, core protrusion or any other damage resulting in distortion of the rope structure.

5. Evidence of heat damage from any cause.

6. Reductions from the nominal diameter of more than:

a. 1/64" for rope diameters through 5/16"

b. 1/32" for rope diameters 3/8" through 1/2"

c. 3/64" for rope diameters 9/16" through 3/4"

d. 1/16" for rope diameters 7/8" through 1-1/8"

e. 3/32" for rope diameters 1-1/4" through 1-1/2"

7. Core failure. This type of damage is usually indicated by a reduction in the nominal diameter or by an increase in rope lay length. When a reduction in diameter or by an increase in rope lay length.

8. Severe corrosion.

Note: The following text appeared in section 7 of the service manuals that were part of the owner manual package for Manitex cranes prior to 1999. Manual packages after 1999 only cover general lubrication and maintenance in the Operator Manual for the crane and boom assembly. This information is now a discussion topic covered in the Manitex Boom Service training courses.

BOOM INSPECTION

These recommendations are to be performed any time a boom is disassembled for service purposes.

1. Inspect all slider pads for wear or damage. Replace the slider pads if they have worn down to the Replace Thickness given in Table 7-11 (in the crane operator’s manual).

2. Inspect all bearings for wear. The sheaves must turn true on the shafts without any wobble.

3. Inspect the extend and retract ropes for wear and damage; see Wire Rope Maintenance for wire rope replacement instructions.

4. Inspect the sheaves for wear and damage; see Sheave and Drum Inspection.

SUMMARY

Boom Service Intervals Manitex does not have an official position regarding how often a boom assembly should be disassembled specifically for inspection purposes.

It is Manitex’ position that during the life of a boom assembly, events will take place that will dictate when a boom must be torn down for service. When the boom is disassembled for repair in such instances, Manitex recommends that boom components be inspected thoroughly before re-assembling them onto the boom.

Events that normally warrant boom disassembly:

1. Problems that become evident during daily crane inspection that can be attributed to internal boom components and cannot be addressed without disassembling the boom.

2. Replacement or major repair of telescope cylinder due to failure or leaks (internal or around rod seal).

3. Excessive lateral movement of the middle sections; evident when the boom is telescoped and the fault can be attributed to the rear side slider pads.

4. Failures of internal boom components, such as extend or retract ropes, extend or retract sheaves.

5. Boom section failure.

6. Crane electrocution.

NOTE: When inspecting crowd ropes, refer to instructions regarding wire rope maintenance for guidelines regarding Lubrication, Inspection and Replacement.

NOTE: If no events have taken place for a significant period of time that warrants boom disassembly, Manitex has on occasion recommended a complete boom inspection after the boom’s 5th operating anniversary. However, it is the responsibility of the crane owner, operator or service personnel to recommend this level of inspection when such personnel are aware of information that warrants boom disassembly. This should take into account, but not limited to:

• Knowledge of deficiencies not perceived in the routine maintenance and inspection procedures performed by others

• Knowledge of crane abuse or overload

• Knowledge of conditions that could be perceived as a safety hazard

• Acquisition of equipment that has no service records where routine inspection gives cause for concern

On the other side of the spectrum, the crane owner, operator or service personnel may at their discretion, extend the full inspection beyond the 5th anniversary period when knowledge of the condition of the crane is favorable due to its limited use or service history.

For questions or concerns please contact the Manitex Product Support Department by e-mail mtxservice@manitex.com or call 512-942-3031.

"General Decision Number: KY20220061 01/07/2022

Superseded General Decision Number: KY20210061

State: Kentucky

Construction Type: Heavy

Counties: Breckinridge, Caldwell, Carlisle, Crittenden, Fulton, Grayson, Hickman, Hopkins, Livingston, Muhlenberg, Ohio and Todd Counties in Kentucky.

HEAVY CONSTRUCTION PROJECTS (including sewer/water construction).

Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658.

Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60).

If the contract is entered into on or after January 30, 2022, or the contract is renewed or extended (e.g., an option is exercised) on or after January 30, 2022, Executive Order 14026 generally applies to the contract. The contractor must pay all covered workers at least $15.00 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on that contract in 2022.

If the contract was awarded on or between January 1, 2015 and January 29, 2022, and the contract is not renewed or extended on or after January 30, 2022, Executive Order 13658 generally applies to the contract. The contractor must pay all covered workers at least $11.25 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on that contract in 2022.

The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a conformance request.

Additional information on contractor requirements and worker protections under the Executive Orders is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/07/2022

* ENGI0181-009 07/01/2021

Rates Fringes

POWER EQUIPMENT OPERATOR

GROUP 1.....................$ 34.80 17.85

GROUP 2.....................$ 31.94 17.85

GROUP 3.....................$ 32.39 17.85

GROUP 4.....................$ 31.62 17.85

OPERATING ENGINEER CLASSIFICATIONS

GROUP 1 - Backhoe/Excavator/Trackhoe; Bulldozer; Crane;

Drill; Grader/Blade; Loader; Mechanic; Scraper

GROUP 2 - Bobcat/Skid Steer/Skid Loader; Forklift; Tractor (50 H.P. or over)

GROUP 3 - Articulating Truck Operator

GROUP 4 - Oiler; Tractor (under 50 H.P.)

Operators on cranes with booms 150 feet and over (including jib) shall receive $1.00 above Group 1 rate; 250 feet and over including jib shall receive $1.50 above Class 1 rate.

Combination Rate: All crane operators operating cranes, where the length of the boom in combination with the length of the piling leads equal or exceeds 150 feet, shall receive $1.00 above the Group 1 rate.

Employees assigned to work below ground level are to be paid 10% above basic wage rate. This does not apply to open cut work.

IRON0782-010 08/01/2021

Rates Fringes

IRONWORKER (Reinforcing & Structural) Projects over $20,000,000.00..............$ 30.83 25.52 Projects under

$20,000,000.00..............$ 29.24 23.22

* LABO0189-001 07/01/2021

Rates Fringes

LABORER

Concrete Saw (Hand Held/Walk Behind)...........$ 23.76 16.22

* LABO0561-003 10/20/2021

Rates Fringes

LABORER

Form Worker.................$ 24.26 16.60

* LABO1214-001 07/01/2021

Rates Fringes

LABORER

Backfiller, Carpenter Tender, Common or General, Concrete Worker, Dumpman, Fence Erection..............$ 23.51 16.22 Pipelayer & Tamper (Hand Held/Walk Behind)...........$ 23.76 16.22

* UAVG-KY-0001 01/01/2020

Rates Fringes

LABORER: Grade Checker..........$ 24.08 14.93

SUKY2011-017 06/25/2014

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 20.96 10.53

ELECTRICIAN......................$ 32.35 2.18

LABORER: Flagger................$ 18.31 8.89

OPERATOR: Boring Machine........$ 25.35 13.00

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination.