Solicitation Package W912BV25R0017 AM0003.pdf

Solicitation No. W912BV25R0017 Contract No. TBD

US Army Corps of Engineers Tulsa District Arkansas River Watershed at McClellan-Kerr Navigation System @ mile 319.6 LeFlore and Sequoyah Counties, Oklahoma

Tainter Gates Repair

Updated RTA Specifications

AMENDMENT No. 3

W.D Mayo Lock & Dam 14

May 28, 2025 April 3, 2025

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WD Mayo Repair Tainter Gates (Lock and Dam) Arkansas River, OK

W912BV-24-R-000X

RTA Specifications m5ecdvcg Cross-Out

THIS PAGE IS INTENTIONALLY LEFT BLANK

CG 2025-05-28

2025-05-28*AMD003

WD Mayo Repair Tainter Gates (Lock and Dam) Arkansas River, OK

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

1. Amendment 0003 hereby updates the SOW dated 28 May 2025.

2. Changes to the SOW are as follow s; revised Table of Contents, revised 01 74 19 construction w aste management and disposal spec to add the nonhazardous material text in subpart 1.3.6., removed the Plans and As-Built plans as appendices, and added appendices:

APPENDIX 1 – elevation data; appendix 2-inflow s data monthly charts.

3. All other terms and conditions remain unchanged.

4. POC for this action is Tyler Hastings at (918) 669-4396 or tyler.a.hastings@usace.army.mil

1. CONTRACT ID CODE PAGE OF PAGES

1 2

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

16C. DATE SIGNED

BY 29-May-2025

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 W912BV25R0017

X 9B. DATED (SEE ITEM 11)

18-Apr-2025

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 is extended, X 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

29-May-2025

CODE

CONTRACTING DIV

US ARMY CORPS OF ENGINEERS, TULSA DISTRICT

2488 E. 81ST STREET

TULSA OK 74137-4290

W912BV 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912BV25R0017

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

(End of Summary of Changes)

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 11 00 PRICING (CLIN) SCHEDULE

00 21 00 INSTRUCTIONS, CONDITIONS AND NOTICES

TO OFFERORS

00 22 11 PROPOSAL SUBMISSION REQUIREMENTS,

EVALUATION CRITERIA, AND BASIS OF

AWARD

00 45 00 REPRESENTATIONS AND CERTIFICATIONS

00 72 00 CONTRACT CLAUSES

00 73 00 SPECIAL CONTRACT REQUIREMENTS

00 73 46 WAGE DETERMINATIONS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 02/24 SUMMARY OF WORK

01 14 00 11/22, CHG 2: 05/24 WORK RESTRICTIONS

01 20 00 11/20, CHG 3: 02/23 PRICE AND PAYMENT PROCEDURES

01 30 00 11/20, CHG 3: 08/23 ADMINISTRATIVE REQUIREMENTS

01 30 01 10/19, updated 02/23 ADDITIONAL ADMINISTRATIVE REQUIREMENTS

01 32 16.00 10 03/22, CHG 5: 07/24 PROJECT CONSTRUCTION PROGRESS

SCHEDULES - BARCHART FORMAT

01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES

01 33 01 SUBMITTAL REGISTER

01 35 26 05/24 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 08/23 QUALITY CONTROL

01 45 00.15 10 11/23 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM)

01 50 00 11/20, CHG 2: 08/22 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 08/22 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 08/19, CHG 4: 06/23 PROJECT IDENTIFICATION

01 58 01 ATTACHMENT B - PROJECT SIGN GUIDANCE

01 74 19 02/19, CHG 3: 11/21 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00 05/19, CHG 1: 08/21 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 08/22 DEMOLITION AND DEBRIS REMOVAL

DIVISION 05 - METALS

05 50 14 08/18 STRUCTURAL METAL REPAIRS

DIVISION 09 - FINISHES

09 97 02 02/20, CHG 1: 11/21 PAINTING: HYDRAULIC STRUCTURES

DIVISION 26 - ELECTRICAL

26 42 14.00 47 07/24 CATHODIC PROTECTION SYSTEM

(SACRIFICIAL ANODE)

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

PROJECT TABLE OF CONTENTS Page 1

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WD Mayo Repair Tainter Gates (Lock and Dam) Arkansas River, OK

35 01 70.13 05/21 WIRE ROPE FOR GATE OPERATING DEVICES

35 20 16

APPENDICIES

APPX A

APPX B

ELEVATION DATA

INFLOWS DATA-MONTHLY CHARTS

TAINTER GATES AND ACCESSORIES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

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APPX 01

APPX 02

CONTRACT DRAWINGS

REFERENCE (AS-BUILT) DRAWINGS

WD Mayo Repair Tainter Gates (Lock and Dam) Arkansas River, OK

Notes:

1. The Offeror shall submit pricing data on the latest Pricing Schedule as published in the solicitation or the latest amendment thereto. In lieu of indicating additions/deductions to line items, all Offerors should state their revised prices for each item.

2. Offerors must insert a price on all numbered items (unless directed otherwise) of the Pricing Schedule. Failure to do so will disqualify the Offer. of the Pricing Schedule. All costs for items of work not listed separately in the Bid/ Proposal Form or specifically mentioned to be included in a particular item price must be included in the listed item price most closely associated with the work involved.

3. All quantities are estimated except where the unit is given as Job.

4. Only one contract for the entire schedule will be awarded under this solicitation.

5. Optional bid items may be awarded, at the option of the Government, at the time of contract award or may be exercised at any time from the date of contract award until 300 days after the date of contract award.

6. The Offerors shall propose a total contract duration in number of calendar days after the Notice to Proceed (NTP) is received by the Contractor, whether via electronic means or hard copy, whichever is the earliest method of delivery. The total number of proposed calendar days for construction through completion, ready for turnover shall not exceed the days shown at, SF 1442, Item 11. The proposed duration shall become the required contract duration.

AMD003* DELETE THIS PAGE IN ITS ENTIRITY AS IT IS A DUPLICATE *AMD003

WD Mayo Repair Tainter Gates (Lock and Dam) Arkansas River, OK

SECTION 01 11 00

SUMMARY OF WORK

02/24

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 in the text by basic designation only.

AMERICAN WELDING SOCIETY (AWS)

AWS D1.1/D1.1M (2020; Errata 1 2021) Structural Welding Code - Steel

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2024) Safety -- Safety and Occupational Health (SOH) Requirements

1.2 SUBMITTALS

Government approval is required for submittals with a "G" classification.

Submittals not having a "G" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Work Plan ; G, DO

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

This section outlines the work required to repair Tainter Gates 4, 5, 6, 7, and 8 (base bid), along with any approved options (Options 1-7 covering Gates 1-3 and 9-12) and associated incidental tasks at W.D. Mayo Dam, Oklahoma. This project is a turn-key contract, with the Contractor handling all work except setting stoplogs and operating the gates.

Detailed requirements are in other specification sections, drawings, contract clauses, and related documents. Commercial and USACE operations will have priority in the use of Government facilities and equipment.

The Government will provide no materials, equipment, or labor, other than for setting stoplogs and gate operation. The Contractor is only permitted to work on one gate at a time and must satisfactorily complete the acceptance trial operation for each gate before starting work on the next gate. This summary does not define a sequence of work; the Contractor must determine the sequence for the base bid and approved options in the Work Plan. The work requirements are summarized as follows:

a. Design, fabricate and install means of safely working on the gate in dry conditions;

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WD Mayo Repair Tainter Gates (Lock and Dam) Arkansas River, OK

b. Design, fabricate and install temporary supports to brace the upper and lower girders during cross-brace repair;

c. Clean entire gate. Remove all algae, dirt, mud and debris;

d. Brush-off blast each gate per specifications. Determine and map all areas where section loss exceeds 1/16 inch in depth.

e. After brush-off blasting, perform 100% visual inspection of all existing welds. Perform MT inspection on existing fillet and PJP welds as shown in the Contract Drawings. Perform 100% UT inspection on all existing CJP welds. Note and map all welds that do not meet AWS D1.1/D1.1M cyclically loaded nontubular acceptance criteria.

Welders, inspectors and technicians must be qualified per these specifications.

f. Provide a pre-repair inspection report for each gate detailing the extent and location of all section loss, deformation, corrosion, surface defects, weld defects and any repair recommendations not identified in these Contract documents;

g. Removal and replacement of all five(5) cross-brace members for each gate;

h. Removal and replacement of end rib assemblies as shown in the contract drawings (two (2) times per gate);

i. Removal and replacement of rib sections identified in the contract drawings;

j. Removal and replacement of skin plate sections identified in the contract drawings;

k. Surface repair and crack repair of primary members as shown in the contract drawings;

l. Removal and replacement of stiffener plates identified in the contract drawings;

m. Addition/modification of drain holes as indicated in the contract drawings;

n. After repairs and inspections are complete, white metal blasting and painting (5-E-Z System) of entire gate;

o. Removal and reattachment of existing wire rope assemblies and associated fittings and proper re-tensioning of wire ropes within specified tolerances;

p. Remove the existing hitch pins and replace with new hitch pins;

q. Fabricate, test and install hitch U-bolts per these contract documents;

r. Fabricate and install hitch spacers and hitch washers per contract drawings;

s. Removal and replacement of seals assemblies and adjustment within

SECTION 01 11 00 Page 2

WD Mayo Repair Tainter Gates (Lock and Dam) Arkansas River, OK specified tolerances;

t. Removal and replacement of existing anodes per these contract documents; and

u. Perform all operational test and acceptance trial operations.

v. Perform option items as awarded.

1.3.2 Location

The W.D. Mayo L&D 14 project is a component of the McClellan-Kerr Arkansas River Navigation System (MKARNS) which crosses the state of Arkansas into Oklahoma traversing the state until it reaches the confluence of the Arkansas and Verdigris River where the navigation channel follows the Verdigris River terminating fifty-one miles upstream at the Port of Catoosa, near Tulsa, Oklahoma. The work is located at the navigation mile

319.6 in the southern Oklahoma about nine (9) miles southwest of Fort Smith, Arkansas, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.4 OCCUPANCY OF PREMISES

All Government facilities and equipment must remain accessible to the Government and in service at all times unless explicitly stated otherwise in the contract documents.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways. Commercial and USACE operations have priority use of Government facilities.

1.4.1 Limited Access

Due to safety and security concerns the Contractor will enter and exit the project site only through Government approved access points as directed by the Contracting Officer. Keep secure all restricted access areas from the public at all times.

1.5 SETTING, LEAKAGE, AND AVAILABILITY OF STOPLOGS

See Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS.

1.6 EXISTING WORK

Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

Repair or replace portions of existing work which have been altered or damaged during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.7 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

The Government will not furnish any materials, equipment, labor or install any work, except the installation of Government furnished stoplogs. See Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS for

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WD Mayo Repair Tainter Gates (Lock and Dam) Arkansas River, OK additional stoplog requirements.

1.8 SAFETY

All work is to be performed in accordance with EM 385-1-1 , 29 CFR 1910, 29 CFR 1926, and other references as listed herein. Matters of interpretation of the safety standards required to be submitted to the Contracting Officer (CO) for resolution before starting work. Where the regulations conflict, the most stringent requirements will apply.

1.9 WORK PLAN REQUIREMENTS

Within 30 calendar days of Notice to Proceed, a Work Plan must be submitted for all work required by this contract. This work plan is separate from all documents submitted before contract award and must provide greater detail than any pre-award submitted work plan.

The plan must include, as a minimum, details for all work listed in paragraph 1.3.1 Project Description above and other requirements in these specifications. The plan must include detailed construction methods and procedures, all manpower (each trade/skill required and crew sizes, including subcontractors), and all equipment (including make, model, size, capacity, and weight).

The Work Plan must address sequence of work and methods to remove, protect, and label components for disassembly and reinstallation.

In addition, the Contractor must submit any additional information as directed by the Contracting Officer (CO). All items of work must be addressed to the level of detail required by the CO. Construction activities and purchasing of materials must not begin until the work plan is approved by the CO. The Contractor's work schedule (days of the week and hours per day) must be stated. This work plan is the same submittal identified in section 05 50 14 . See section 05 50 14 STRUCTURAL METAL REPAIRS for additional work plan submittal requirements.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

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WD Mayo Repair Tainter Gates (Lock and Dam) Arkansas River, OK

SECTION 01 14 00

WORK RESTRICTIONS

11/22, CHG 2: 05/24

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" classification.

Submittals not having a "G" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear appropriate personal protective equipment (PPE) in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Ensure all Contractor equipment, include delivery vehicles, are clearly identified with their company name.

1.2.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.2.1.2 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, and construction area. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.2.2 Working Hours

Regular working hours must consist of an 8 hour period , between 7.30 a.m.

and 5.30 p.m., or as specified by the Contracting Officer (CO), Monday through Friday, excluding Government holidays. Any alternative work schedule presented by the Contractor must be within the time frame Monday through Saturday, 7:00 a.m. to 7:00 p.m., and must be coordinated with the Contracting Officer.

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WD Mayo Repair Tainter Gates (Lock and Dam) Arkansas River, OK

1.2.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer.

1.2.4 Utility Cutovers and Interruptions

a. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

1.3 SECURITY REQUIREMENTS

Contract Clause FAR 52.204-2 Security Requirements and Alternate II apply.

1.4 GOVERNMENT HOLIDAYS

HOLIDAY DATE OBSERVED

New Year's Day 1 January

Martin Luther King's Birthday 3rd Monday in January

President's Day 3rd Monday in February

Memorial Day Last Monday in May

Juneteenth Day 19 June

Independence Day 4 July

Labor Day 1st Monday in September

Columbus Day 2nd Monday in October

Veteran's Day 11 November

Thanksgiving 4th Thursday in November

Christmas Day 25 December

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WD Mayo Repair Tainter Gates (Lock and Dam) Arkansas River, OK

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

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SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

11/20, CHG 3: 02/23

PART 1 GENERAL

1.1 CONTRACT COST BREAKDOWN

The Contractor must furnish within 30 days after the date of Notice to Proceed, and prior to the submission of its first partial payment estimate, a breakdown of its single job pay item or items which will be reviewed by the Contracting Officer as to propriety of distribution of the total cost to the various accounts. Any unbalanced items as between early and late payment items or other discrepancies will be revised by the Contracting Officer to agree with a reasonable cost of the work included in the various items. This Contract cost breakdown will then be utilized as the basis for progress payments to the Contractor.

1.2 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.2.1 Submission of Invoices

If DFARS Clause 252.232-7006 Wide Area WorkFlow Payment Instructions is included in the Contract, provide the documents listed in above paragraph CONTENT OF INVOICE in their entirety as attachments in Wide Area Work Flow (WAWF) for each invoice submitted. The maximum size of each WAWF attachment is two megabytes, but there are no limits on the number of attachments. If a document cannot be attached in WAWF due to system or size restriction, provide it as instructed by the Contracting Officer.

1.2.2 Final Invoice

a. A final invoice must be accompanied by the certification required by DFARS 252.247.7023 Transportation of Supplies by Sea, and the Contractor's Final Release. If the Contractor is incorporated, the Final Release must contain the corporate seal. An officer of the corporation must sign and the corporate secretary must certify the Final Release.

b. For final invoices being submitted via WAWF, the original Contractor's Final Release Form and required certification of Transportation of Supplies by Sea must be provided directly to the respective Contracting Officer prior to submission of the final invoice. Once receipt of the original Final Release Form and required certification of Transportation of Supplies by Sea has been confirmed by the Contracting Officer, the Contractor must then submit final invoice and attach a copy of the Final Release Form and required certification of Transportation of Supplies by Sea in WAWF.

c. Final invoices not accompanied by the Contractor's Final Release and required certification of Transportation of Supplies by Sea will be considered incomplete and will be returned to the Contractor.

1.3 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this Contract for which Contract job payments will be made are listed in the PRICING SCHEDULE and described

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WD Mayo Repair Tainter Gates (Lock and Dam) Arkansas River, OK below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.3.1 CLIN 0001 Repair Tainter Gate 4

1.3.1.1 Payment

Payment will be made for costs associated with operations necessary for complete repair of the Tainter Gate 4 as per plans and specifications.

1.3.1.2 Unit of Measure

Unit of measure: job.

1.3.2 CLIN 0002 Repair Tainter Gate 5

1.3.2.1 Payment

Payment will be made for costs associated with operations necessary for complete repair of the Tainter Gate 5 as per plans and specifications.

1.3.2.2 Unit of Measure

Unit of measure: job.

1.3.3 CLIN 0003 Repair Tainter Gate 6

1.3.3.1 Payment

Payment will be made for costs associated with operations necessary for complete repair of the Tainter Gate 6 as per plans and specifications.

1.3.3.2 Unit of Measure

Unit of measure: job.

1.3.4 CLIN 0004 Repair Tainter Gate 7

1.3.4.1 Payment

Payment will be made for costs associated with operations necessary for complete repair of the Tainter Gate 7 as per plans and specifications.

1.3.4.2 Unit of Measure

Unit of measure: job.

1.3.5 CLIN 0005 Repair Tainter Gate 8

1.3.5.1 Payment

Payment will be made for costs associated with operations necessary for

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WD Mayo Repair Tainter Gates (Lock and Dam) Arkansas River, OK complete repair of the Tainter Gate 8 as per plans and specifications.

1.3.5.2 Unit of Measure

Unit of measure: job.

1.3.6 Repair Tainter Gate 1 (Option 1)

1.3.6.1 Payment

Payment will be made for costs associated with operations necessary for complete repair of the Tainter Gate 1 as per plans and specifications.

1.3.6.2 Unit of Measure

Unit of measure: job.

1.3.7 Repair Tainter Gate 2 (Option 2)

1.3.7.1 Payment

Payment will be made for costs associated with operations necessary for complete repair of the Tainter Gate 2 as per plans and specifications.

1.3.7.2 Unit of Measure

Unit of measure: job.

1.3.8 Repair Tainter Gate 3 (Option 3)

1.3.8.1 Payment

Payment will be made for costs associated with operations necessary for complete repair of the Tainter Gate 3 as per plans and specifications.

1.3.8.2 Unit of Measure

Unit of measure: job.

1.3.9 Tainter Gate 9 (Option 4)

1.3.9.1 Payment

Payment will be made for costs associated with operations necessary for complete repair of the Tainter Gate 9 as per plans and specifications.

1.3.9.2 Unit of Measure

Unit of measure: job.

1.3.10 Tainter Gate 10 (Option 5)

1.3.10.1 Payment

Payment will be made for costs associated with operations necessary for complete repair of the Tainter Gate 10 as per plans and specifications.

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WD Mayo Repair Tainter Gates (Lock and Dam) Arkansas River, OK

1.3.10.2 Unit of Measure

Unit of measure: job.

1.3.11 Tainter Gate 11 (Option 6)

1.3.11.1 Payment

Payment will be made for costs associated with operations necessary for complete repair of the Tainter Gate 11 as per plans and specifications.

1.3.11.2 Unit of Measure

Unit of measure: job.

1.3.12 Tainter Gate 12 (Option 7)

1.3.12.1 Payment

Payment will be made for costs associated with operations necessary for complete repair of the Tainter Gate 12 as per plans and specifications.

1.3.12.2 Unit of Measure

Unit of measure: job.

1.3.13 Upper Girder Flange Repair (Option 8)

1.3.13.1 Payment

Payment will be made for costs associated with operations necessary for complete repair of the upper girder flange as per plans and specifications.

1.3.13.2 Unit of Measure

Unit of measure: linear foot.

1.3.14 Lower Girder Flange Repair (Option 9)

1.3.14.1 Payment

Payment will be made for costs associated with operations necessary for complete repair of the lower girder flange as per plans and specifications.

1.3.14.2 Unit of Measure

Unit of measure: linear foot.

1.3.15 3/8" Fillet Weld Repair (Option 10)

1.3.15.1 Payment

Payment will be made for costs associated with operations necessary for complete repair of 3/8" fillet weld as per the contract documents. Repair means complete removal of the weld to be repaired, preparing the base metal for reweld, complete welding of the joint and all specified testing

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WD Mayo Repair Tainter Gates (Lock and Dam) Arkansas River, OK

1.3.15.2 Unit of Measure

Unit of measure: linear foot.

1.3.16 5/16" Fillet Weld Repair (Option 11)

1.3.16.1 Payment

Payment will be made for costs associated with operations necessary for complete repair of 5/16" fillet weld as per the contract documents. Repair means complete removal of the weld to be repaired, preparing the base metal for reweld, complete welding of the joint and all specified testing.

1.3.16.2 Unit of Measure

Unit of measure: linear foot.

1.3.17 1/4" Fillet Weld Repair (Option 12)

1.3.17.1 Payment

Payment will be made for costs associated with operations necessary for complete repair of 1/4" fillet weld as per the contract documents. Repair means complete removal of the weld to be repaired, preparing the base metal for reweld, complete welding of the joint and all specified testing

1.3.17.2 Unit of Measure

Unit of measure: linear foot.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

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SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

11/20, CHG 3: 08/23

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.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2024) Safety -- Safety and Occupational Health (SOH) Requirements

1.2 SUBMITTALS

Government approval is required for submittals with a "G" classification.

Submittals not having a "G" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map

Progress and Completion Pictures

Superintendent Qualifications ; G, DO

1.3 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten different viewpoints selected by the Contractor unless otherwise directed by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures.

Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file.

Include a date designator in file names. Photographs provided are for unrestricted use by the Government.

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WD Mayo Repair Tainter Gates (Lock and Dam) Arkansas River, OK

1.5 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability, during the entire period of performance under this contract. Provide other insurance coverage as required by Oklahoma State law.

1.6 SUPERVISION

1.6.1 Superintendent Qualifications

Provide project superintendent with a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity of this project. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

The superintendent is not permitted to serve as the Quality Control (QC) manager, or Assistant Quality Control Officer (AQCO) or Site Safety Health Officer (SSHO).

1.6.2 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of Contract work. In addition, a Quality Control (QC) representative is required on the Contract, and that individual must also have fluent English communication skills.

1.6.3 Duties

The project superintendent is primarily responsible for managing subcontractors and coordinating day-to-day production and schedule adherence on the project. The superintendent is required to attend partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.6.4 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to ensure timely completion.

Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.7 PRECONSTRUCTION CONFERENCE

Immediately after award , prior to commencing any work at the site, coordinate with the Contracting Officer a time and place to meet for the

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Preconstruction Conference . The conference must take place within 35 calendar days after notice to proceed of the contract, but prior to commencement of any work at the site. The purpose of this conference is to discuss and develop a mutual understanding of the administrative requirements of the Contract including but not limited to: daily reporting, invoicing, value engineering, safety, base-access, outage requests, hot work permits, schedule requirements, quality control, schedule of prices or earned value report, shop drawings, submittals, cyberseccurity, prosecution of the work, government acceptance, final inspections and contract close-out. Contractor must present and discuss their basic approach to scheduling the construction work and any required phasing.

1.7.1 Attendees

Contractor attendees must include the Project Manager, Superintendent, Site Safety and Health Officer (SSHO), Quality Control Manager and major subcontractors.

1.8 PARTNERING

Contractor must host the partnering session within 45 calendar days of notice to proceed. To most effectively accomplish this Contract, the Contractor and Government must form a cohesive partnership with the common goal of drawing on the strength of each organization in an effort to achieve a successful project without safety mishaps, conforming to the Contract, within budget and on schedule. The partnering team must consist of personnel from both the Government and Contractor including project level and corporate level leadership positions. Key Personnel from the supported command, end user(s), Contractor, key subcontractors and the Designer of Record are required to participate in the Partnering process.

1.8.1 Team-Led (Informal) Partnering

a. The Contracting Officer will coordinate the initial Team-Led (Informal) Partnering Session with key personnel of the project team, including Contractor and Government personnel. The Partnering Session will be co-led by the Government Construction Manager and Contractor's Project Manager.

b. The Initial Team-led Partnering session may be held concurrently with the Pre-Construction meeting. Partnering sessions will be held at a location mutually agreed to by the Contracting Officer and the Contractor, typically at a conference room on-base or at the Contractor's temporary trailer.

c. The Initial Team-Led Partnering Session will be conducted and facilitated using electronic media (a video and accompanying forms) provided by Contracting Officer.

d. The Partners will determine the frequency of the follow-on sessions.

e. Participants will bear their own costs for meals, lodging and transportation associated with Partnering.

1.9 MOBILIZATION

Contractor must mobilize to the jobsite within 60 calendar days after contract notice to proceed. Mobilization is defined as having equipment

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WD Mayo Repair Tainter Gates (Lock and Dam) Arkansas River, OK and having a physical presence of at least one person from the contractor's team on the jobsite.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 30 01.00 47

ADDITIONAL ADMINISTRATIVE REQUIREMENTS

10/19, updated 02/23

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.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EP 1110-1-8 (2021) Engineering and Design -- Construction Equipment Ownership and Operating Expense Schedule

1.2 ADDITIONAL ADMINISTRATIVE REQUIREMENTS

The conditions listed below are additional administrative requirements incorporated into this Section.

1.2.1 Contractor Supply and Use of Electronic Software for Processing Construction Wage Rate Requirements Statute Certified Labor Payrolls.

a. The Contractor must use a commercially-available electronic system to process and submit certified payrolls electronically to the Government. The requirements for preparing, processing and providing certified labor payrolls are established by the Construction Wage Rate Requirements statute.

b. The Contractor must be responsible for obtaining and providing for all access, licenses, and other services required to provide for receipt, processing, certifying, electronically transmitting to the Government, and storing weekly payrolls and other data required for the Contractor to comply with the Construction Wage Rate Requirements statute. When the Contractor uses an electronic payroll system, the electronic payroll service must be used by the Contractor to prepare, process, and maintain the relevant payrolls and basic records during all work under this construction contract and the electronic payroll service must be capable of preserving these payrolls and related basic records for the required 3 years after contract completion. The Contractor must obtain and provide electronic system access to the Government, as required to comply with the Construction Wage Rate Requirements over the duration of this construction contract. The access must include electronic review access by the Government contract administration office to the electronic payroll processing system used by the Contractor.

c. The Contractor's provision and use of an electronic payroll processing system must meet the following basic functional criteria:

(1) Commercially available;

(2) Compliant with appropriate Construction Wage Rate Requirements statute payroll provisions in the Federal Acquisition Regulation

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WD Mayo Repair Tainter Gates (Lock and Dam) Arkansas River, OK

(FAR);

(3) Able to accommodate the required numbers of employees and subcontractors planned to be employed under the contract;

(4) No payroll data will be entered in RMS 3.0 CM;

(5) Demonstrated security of data and data entry rights;

(6) Ability to produce Contractor-certified electronic versions of weekly payroll data;

(7) Ability to identify erroneous entries and track the date/time of all versions of the certified Construction Wage Rate Requirements statute payrolls submitted to the government over the life of the contract; and

(8) Capable of generating a durable record copy, that is, a CD or DVD and PDF file record of data from the system database at end of the contract closeout. This durable record copy of data from the electronic payroll processing system must be provided to the Government during contract closeout.

d. All Contractor-incurred costs related to the Contractor's provision and use of an electronic payroll processing service must be included in the Contractor's price for the overall work under the contract. The costs for compliance with the Construction Wage Rate Requirements statute by using electronic payroll processing services must not be a separately bid or reimbursed item under this contract.

1.2.2 Equipment Ownership and Operating Expense Schedule

a. This requirement does not apply to terminations. See UAI 5152.249-9000, Basis for Settlement of Proposals, and Federal Acquisition Regulation FAR part 49.

b. Allowable costs for construction and marine plant and equipment in sound workable condition owned or controlled and furnished by a Contractor or subcontractor at any tier must be based on actual cost data for each piece of equipment or groups of similar serial and series for which the Government can determine both ownership and operating costs from the Contractor's accounting records. When both ownership and operating costs cannot be determined for any piece of equipment or groups of similar serial or series of equipment from the Contractor's accounting records, costs for that equipment must be based upon the applicable provisions of EP 1110-1-8 Construction Equipment Ownership and Operating Expense Schedule, Region VI. Working conditions must be considered to be average for determining equipment rates using the schedule unless specified otherwise by the contracting officer. For equipment not included in the schedule, rates for comparable pieces of equipment may be used or a rate may be developed using the formula provided in the schedule. For forward pricing, the schedule in effect at the time of negotiations must apply. For retroactive pricing, the schedule in effect at the time the work was performed must apply.

c. Equipment rental costs are allowable, subject to the provisions of FAR 31.105(d)(ii) and FAR 31.205-36. Rates for equipment rented from an organization under common control, lease-purchase arrangements, and

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WD Mayo Repair Tainter Gates (Lock and Dam) Arkansas River, OK sale-leaseback arrangements, must be determined using the schedule, except that actual rates will be used for equipment leased from an organization under common control that has an established practice of leasing the same or similar equipment to unaffiliated lessees.

d. When actual equipment costs are proposed and the total amount of the pricing action exceeds the simplified acquisition threshold (SAT), the contracting officer will request the Contractor to submit either certified cost or pricing data, or partial/limited data, as appropriate. The data must be submitted on Standard Form 1411, Contract Pricing Proposal Cover Sheet.

1.2.3 Payment for Materials Delivered Off-Site

a. Pursuant to FAR 52.232-5, Payments Under Fixed Price Construction Contracts, materials delivered to the Contractor at locations other than the site of the work may be taken into consideration in making payments if included in payment estimates and if all the conditions of the General Provisions are fulfilled. Payment for items delivered to locations other than the work site will be limited to:

(1) Materials required by the technical provisions; or

(2) Materials that have been fabricated to the point where they are identifiable to an item of work required under this contract; or

(3) Items specifically listed below.

b. Payment for materials delivered off-site will be made only after receipt of paid invoices listing the value of material and labor incorporated in the items along with a canceled check showing the Prime Contractor's title to the items delivered off site. Payment for materials delivered off-site will be limited to the following items:

(1) AS AUTHORIZED BY THE CONTRACTING OFFICER.

1.2.4 Required Insurance (FAR 28.307-2)

The Contractor must procure and maintain during the entire period of his performance under this contract the following minimum insurance:

a. Workmen's Compensation and Employer's Liability Insurance in compliance with applicable state statutes, with a minimum liability coverage of $100,000.

b. Comprehensive General Liability Insurance for bodily injury in the minimum limits of $500,000 per occurrence. No property damage liability insurance is required.

c. Comprehensive Automobile Liability Insurance covering the operation of all automobiles used in connection with the performance of the contract in the minimum limits of $200,000 per person and $500,000 per occurrence for bodily injury and $25,000 per occurrence for property damage.

The Contractor agrees to insert the substance of this clause, including this paragraph, in all subcontracts hereunder.

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PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 32 01.00 26

PROJECT SCHEDULE CIVIL

03/22, CHG 7: 02/25 - SWT 2/25

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification.

AACE INTERNATIONAL (AACE)

AACE 52R-06 (2006) Time Impact Analysis - As Applied in Construction

AACE 29R-03 (2011) Forensic Schedule Analysis

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (2017) Administration -- PROJECT SCHEDULE

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Preliminary Project Schedule ; G

Initial Project Schedule ; G

Periodic Schedule Monthly Update ; G

Weekly Progress Meeting Minutes ; G

Recovery Schedule ; G

SD-07 Certificates

Designated Authorized Representative (DAR) Project Scheduler Qualifications ; G

Documentation listing, not limited to:

a. Detailed documentation of experience in scheduling (school, training, software, years scheduling, etc.)

b. Minimum of 3 previously developed, created, and maintained projects similar in nature and complexity to the project, detailing name, contract amount, and location of projects.

c. Minimum of 2 years experiences scheduling construction projects

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WD Mayo Repair Tainter Gates (Lock and Dam) Arkansas River, OK similar in nature of this project.

d. Qualifications meet or exceed requirements under paragraph 1.3

"PROJECT SCHEDULER QUALIFICATIONS - DESIGNATED AUTHORIZED

REPRESENTATIVE

Submittals SD-01 and SD-07 must be submitted as separate 4025's for approval.

1.3 DESIGNATED AUTHORIZED REPRESENTATIVE (DAR) PROJECT SCHEDULER

QUALIFICATIONS

Designate an authorized representative(DAR)to be responsible for the preparation of the schedule and all required updating and production of reports. The DAR must have no other responsibilities involving the project unless approved by the Contracting Officer. The DAR must have a minimum of 2-years' experience scheduling construction projects similar in size and nature to this project with scheduling software that meets the requirements of this specification. DAR must have a comprehensive knowledge of CPM scheduling principles and application. DAR must be same person or employee of a company approved under paragraph 1.2 "Submittals", SD-07 Certificates. A DAR change must be submitted and approved,per paragraph 1.2 "Submittals", before new DAR takes over responsibilities from previous DAR. DAR to be responsible for the preparation of the schedule, all required updating, preparing of reports, and all requirements of this specification. DAR must have experience in the use of the scheduling software that meets the requirements of this specification.

USACE reserves the right to have DAR removed/replaced when schedule management, expertise, and performance are determined to be not meeting the requirement set forth in this specification. If so requested by USACE, DAR must come to site or USACE office for any meeting.

PART 2 PRODUCTS

2.1 SOFTWARE

The scheduling software utilized to produce and update the schedules required herein must be capable of meeting all requirements of this specification.

2.1.1 Government Default Software

The Government will use Primavera P6.

2.1.2 Contractor Software

Scheduling software used by the contractor must be commercially available from the software vendor for purchase with vendor software support agreements available. The software routine used to create the required SDEF file must be created and supported by the scheduling software manufacturer.

2.1.3 Primavera

If Primavera P6 is selected for use, provide the ".xer" backup file in a version of P6 importable, uncorrupted, and loadable by the Government system. If .xer file provided is incapable or does not meet this requirement and cannot load correctly (examples: CLINs not balancing when loaded on Government computer or contains POBS tables) USACE will return

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WD Mayo Repair Tainter Gates (Lock and Dam) Arkansas River, OK for corrections and Contractor must revise and resend for approval.

2.1.4 Other Than Primavera

If the Contractor chooses software other than Primavera P6, the software must be compliant with this specification.